This document provides specifications for procuring digital water level recorders (DWLR). It includes requirements for the pressure sensor, data logger, enclosures, cable, data retrieval system, software, accessories, and testing/acceptance protocols. Key requirements include: the pressure sensor must compensate for barometric pressure changes; the data logger must store at least 10,000 readings with date/time stamps and error codes; the system must operate accurately from 0-50°C and remain submerged for 6 months; and a testing protocol is provided to ensure proper functionality before acceptance.
The document describes specifications for a Digital Water Level Recorder (DWLR) that uses a bubbler system to measure and record water levels over time. Key points:
- The DWLR uses a pressure sensor and bubbler system to measure water levels, compensating for ambient air pressure. It records readings hourly or in adjustable intervals.
- It is designed to operate reliably under field conditions for 10+ years, requiring battery replacement every 6 months at most.
- Recorded data containing time, date, and station info is stored and can be retrieved through an interface to a laptop.
- Specifications include accuracy of 0.1% or better, non-volatile memory to store 10,
The document describes specifications for a Digital Water Level Recorder (DWLR) that is used to record water level readings over time. Key points:
- The DWLR must reliably record water levels using a pressure sensor, compensate for ambient air pressure, have a short settling time, and not require a stilling well.
- It stores over 20,000 readings with date/time stamps in non-volatile memory. Data can be retrieved through an interface to a laptop.
- The DWLR is expected to operate accurately for at least 10 years on standard lithium batteries, recording levels every 1 hour (adjustable).
ignalFire’s unique patent-pending two-way mesh technology provides the power and stability needed for reliable data transfer over long node-to-node distances. They couple an innovative message-forwarding architecture with low-cost, high-power ISM-band radios, creating a simple, affordable system that’s easy to deploy. Their technology is ideal for applications calling for many assets widely dispersed (up to 4 miles point-to-point), such as flow, level, pressure, and temperature, and can control devices such as pumps, valves, fans, and lighting.
The Fox Model FT4X, is the newest Thermal Gas Mass Flow Meter offered from Fox Thermal Instruments.
The Model FT4X measures gas flow rate in standard units (MSCFD, SCFM, NM³/hr, LBS/HR, KG/HR & many more) without the need for temperature and pressure compensation.
The FLUXUS G704 is FLEXIM's gas flow meter for permanent installation in nearly any gas flow metering application. Its non-intrusive measurement technology ensures a precise bi-directional, highly dynamic gas flow measurement of operational and standard volume flows.
The 212 Heat Calculator is designed to measure the energy consumed in hot water heating systems and chilled water
cooling systems. The 212 will interface with a wide range
of flowmeters, including vortex and magnetic flowmeters with pulse outputs, positive displacement and inferential water meters, turbine and paddle wheel flowmeters.
Magnetic level indicators provide highly visible indication of level with or without signal outputs monitoring tail and vessel level. The term bridle is used to describe a vertical pipe connected to the side of a storage tank or process vessel, most often with side-to-side or side-to-bottom connections. Because the fluid inside the bridle rises and falls equally with the level of fluid inside the tank or vessel, bridles have been adapted for level measurement use on a broad scale.
GridPoint\’s Energy Management System Intelligent ControllersMichele_Zambrano333
GridPoint offers a new breed of intelligent Energy Management System (EMS)controllers equipped with revenue-grade accurate metering devices to monitor electricity, natural gas, propane, or water consumption. Our patented system transcends traditional energy management systems while having the ability to submeter, interface with alarm security systems, provides information to assist in monitoring facility maintenance services, and much more. The EMS delivers rapid ROI for buildings of 1,500 square feet and above.
The document describes specifications for a Digital Water Level Recorder (DWLR) that uses a bubbler system to measure and record water levels over time. Key points:
- The DWLR uses a pressure sensor and bubbler system to measure water levels, compensating for ambient air pressure. It records readings hourly or in adjustable intervals.
- It is designed to operate reliably under field conditions for 10+ years, requiring battery replacement every 6 months at most.
- Recorded data containing time, date, and station info is stored and can be retrieved through an interface to a laptop.
- Specifications include accuracy of 0.1% or better, non-volatile memory to store 10,
The document describes specifications for a Digital Water Level Recorder (DWLR) that is used to record water level readings over time. Key points:
- The DWLR must reliably record water levels using a pressure sensor, compensate for ambient air pressure, have a short settling time, and not require a stilling well.
- It stores over 20,000 readings with date/time stamps in non-volatile memory. Data can be retrieved through an interface to a laptop.
- The DWLR is expected to operate accurately for at least 10 years on standard lithium batteries, recording levels every 1 hour (adjustable).
ignalFire’s unique patent-pending two-way mesh technology provides the power and stability needed for reliable data transfer over long node-to-node distances. They couple an innovative message-forwarding architecture with low-cost, high-power ISM-band radios, creating a simple, affordable system that’s easy to deploy. Their technology is ideal for applications calling for many assets widely dispersed (up to 4 miles point-to-point), such as flow, level, pressure, and temperature, and can control devices such as pumps, valves, fans, and lighting.
The Fox Model FT4X, is the newest Thermal Gas Mass Flow Meter offered from Fox Thermal Instruments.
The Model FT4X measures gas flow rate in standard units (MSCFD, SCFM, NM³/hr, LBS/HR, KG/HR & many more) without the need for temperature and pressure compensation.
The FLUXUS G704 is FLEXIM's gas flow meter for permanent installation in nearly any gas flow metering application. Its non-intrusive measurement technology ensures a precise bi-directional, highly dynamic gas flow measurement of operational and standard volume flows.
The 212 Heat Calculator is designed to measure the energy consumed in hot water heating systems and chilled water
cooling systems. The 212 will interface with a wide range
of flowmeters, including vortex and magnetic flowmeters with pulse outputs, positive displacement and inferential water meters, turbine and paddle wheel flowmeters.
Magnetic level indicators provide highly visible indication of level with or without signal outputs monitoring tail and vessel level. The term bridle is used to describe a vertical pipe connected to the side of a storage tank or process vessel, most often with side-to-side or side-to-bottom connections. Because the fluid inside the bridle rises and falls equally with the level of fluid inside the tank or vessel, bridles have been adapted for level measurement use on a broad scale.
GridPoint\’s Energy Management System Intelligent ControllersMichele_Zambrano333
GridPoint offers a new breed of intelligent Energy Management System (EMS)controllers equipped with revenue-grade accurate metering devices to monitor electricity, natural gas, propane, or water consumption. Our patented system transcends traditional energy management systems while having the ability to submeter, interface with alarm security systems, provides information to assist in monitoring facility maintenance services, and much more. The EMS delivers rapid ROI for buildings of 1,500 square feet and above.
Data Acquisition Equipment for Automation and Process ControlMiller Energy, Inc.
Power generation, process automation, and factory automation in manufacturing industries require rigorous, continuous monitoring in the control room. Yokogawa's DX series recorders are purpose-built data acquisition systems designed for industrial automation.
The TIDALFLUX 2000 flow sensor with integrated and non-contact capacitive level measuring system provides accurate flow measurement in partially filled pipes.
TIDALFLUX is designed to measure reliably between 10% and 100% of the pipe cross section. The integrated level sensors in the liner are in no contact with the liquid and are therefore insensitive against fat and oil floating on the surface.
VEGA Process Measurement (Level, Limit Level & Pressure) - Oil & Gas OffshoreThorne & Derrick UK
The document discusses instrumentation solutions from VEGA for various applications in offshore oil and gas production, including level, density, and flow measurement of drilling mud. VEGA offers a full portfolio of measurement technologies including radar, ultrasonic, guided microwave, and capacitive sensors. Their plics modular instrument system allows for customized configurations and easy installation. The technologies and products discussed can provide reliable measurement under harsh offshore conditions to ensure safety and optimize production processes.
VEGA Pressure & Level Measurement - Oil and Gas Offshore ApplicationsThorne & Derrick UK
The document discusses VEGA's instrumentation products for the oil and gas industry, focusing on offshore applications. It describes VEGA's modular plics® instrument system, which allows for customized sensor, fitting, electronics, and housing combinations. It also highlights VEGA's level, limit level, and pressure measurement technologies, explosion-proof certifications, and ability to operate in harsh offshore conditions. The document emphasizes the reliability, safety, and ease-of-use of VEGA's instrumentation solutions for various offshore processes.
Thermal dispersion mass flow transmitters measure mass flow by detecting heat dissipation from a heated surface. The sensor contains two mass balanced elements with precision matched RTDs. The reference sensor measures the process temperature (up to +400° F [+200° C]); the second RTD measures the temperature of the heated sensor. The power to the heater is varied to maintain a constant temperature difference above the reference temperature.
There is an inherent non-linear relationship between power and mass flow. A microprocessor compares the power against the calibration curve and converts the power requirements to the mass flow rate. Temperature is also measured to provide temperature compensation of the mass flow over the operating range of the instrument.
Cox Precision metering products by Badger Meter provide flow measurement solutions for the test and measurement market and precision industrial applications.
CUM223 253 endress+hauser datasheet-turbidity and suspended solids transmitterENVIMART
The Liquisys M CUM223/253 is a modular turbidity and suspended solids transmitter with the following key features:
1) It has a modular design that allows for easy adaptation to customer requirements through additional software and hardware modules.
2) The basic version measures turbidity and suspended solids with configurable alarms, while extended versions add features like additional contacts, automatic cleaning, and communication protocols.
3) Applications include wastewater treatment, water treatment, and surface water monitoring in industries like sewage plants.
Thermal Mass Flow Meters Reduce Energy Costs and Enhance Emissions MonitoringClassic Controls, Inc.
The thermal mass flow meter's ability to deliver a direct reading of mass flow rates of air, natural gas and other fuel gases provides a simple, reliable, and cost-effective method for controlling combustion efficiency and emissions.
The two most important design innovations on the new FT4A are the new 2nd Generation DDCSensor™ and the expanded GasSelectX® gas selection menu.
Like all Fox meters, the rugged FT4A measures gas flow rate in standard units without the need for temperature or pressure compensation.
Flexim Fluxus Ultrasonic Gas Flow Meters - G Gas Meter Series - Brochure - en...Thorne & Derrick UK
This document discusses ultrasonic gas flow measurement devices called FLUXUS G series. It summarizes that the devices:
- Use ultrasonic transducers clamped externally to pipes to non-invasively measure gas flow without contacting the gas
- Provide accurate bi-directional measurement over a wide range of flows and conditions through advanced digital signal processing
- Include models for portable use, permanent installation, and hazardous/offshore areas
Nivelco Instrumentation for Chemical and Pharmaceutical IndustriesArjay Automation
Overview of the various process measurement instruments manufactured by Nivelco for the chemical and pharmaceutical industries. Applications and solutions for level measurement.
Series One Safety Transmitter, Pressure and Temperature SwitchIves Equipment
The One Series Safety Transmitter is a transmitter-switch for monitoring pressure or temperature and meets the requirements of SIL 2 for random integrity at HFT = 0, SIL 3 for random integrity at HFT = 1 and SIL 3 for systematic capability. The One Series Safety Transmitter incorporates UE’s patented IAW self diagnostics, redundant and diverse signal processing and software algorithms to detect abnormalities in the process and internal faults. The design is based on a powerful microprocessor that provides an extremely fast response time for emergency shutdown situations.
The Portaflow 220 is a portable flow measurement and recording system that uses ultrasonic transit time technology to measure fluid flow rates and velocities in pipes from 13mm to 1000mm in diameter. It has a large, backlit display and simple quick start setup. Outputs include 4-20mA analog output and pulse output proportional to flow rate. The system components include the Portaflow 220 instrument, transducers, cables, mounting hardware, and a carrying case. It is designed for non-invasive flow measurement in applications like water, energy, manufacturing, and more.
The document lists numerous standards and protocols from various standards organizations that relate to industrial measurement and control systems. It includes standards from SABS (South African Bureau of Standards), API (American Petroleum Institute), ASME (American Society of Mechanical Engineers), ANSI (American National Standards Institute), NF (Unknown), CFR (Code of Federal Regulations), ASTM (American Society for Testing and Materials), FCI (Fluid Controls Institute), ISA (Instrument Society of America), IEEE, EIA (Electronics Industries Association), EN (Unknown), NEMA (National Electrical Manufacturers Association), NFPA (National Fire Protection Association), BS (British Standards), IEC (International Electrotechnical Commission) covering topics such as
Parker Balston is a division of Parker Hannifin, world’s leading diversified manufacturer of motion and control technologies and systems. Balston manufacturers industrial filters and filtration technology, replacement filter elements, compressed air dryers, nitrogen generators, and compressed air microbial detection.
GE Advanced Modular Calibrator for Process Measurement InstrumentsFlow-Tech, Inc.
The DPI 620 Genii is an easy to use, rugged, and highly accurate multifunction instrument for calibrating & maintaining process instrumentation. Its modular design and functionality means it can be expanded over time and tailored to applications as needs change. With options that include HART / Fieldbus / Profibus communications, it’s a powerful, simple to use and high accuracy calibrator.
VEGA Pressure & Level Measurement - Waste Water Industry ApplicationsThorne & Derrick UK
The document provides information on instrumentation solutions from VEGA for sustainable water and sewage management. It discusses their modular plics product system and level, pressure, and switching instruments. Examples of applications include rain overflow basins, sewage pumping stations, sludge treatment, and more. VEGA offers solutions for reliable measurement and management across various areas of water and wastewater infrastructure.
The document specifies requirements for a Digital Water Level Recorder that uses a float and shaft encoder sensor to measure and record water levels over time. Key requirements include: the instrument must operate reliably under environmental conditions, have an expected lifetime of 10 years, store at least 20,000 water level readings with date and time stamps, and interface with a Data Retrieval System to download data. The data must be recorded at intervals between 10 minutes to 24 hours and exported in a standard text file format for analysis.
This document provides guidelines for the routine maintenance of stage and streamflow measurement equipment and installations. It discusses maintenance procedures for staff gauges, autographic water level recorders, digital water level recorders, current meters, and supporting equipment. Key recommendations include regularly cleaning and inspecting equipment for damage, checking instrument readings against references, downloading digital data frequently, and calibrating equipment on a set schedule or when major repairs are done. The document aims to ensure the continued collection of good quality hydrometric data through proper equipment upkeep.
Data Acquisition Equipment for Automation and Process ControlMiller Energy, Inc.
Power generation, process automation, and factory automation in manufacturing industries require rigorous, continuous monitoring in the control room. Yokogawa's DX series recorders are purpose-built data acquisition systems designed for industrial automation.
The TIDALFLUX 2000 flow sensor with integrated and non-contact capacitive level measuring system provides accurate flow measurement in partially filled pipes.
TIDALFLUX is designed to measure reliably between 10% and 100% of the pipe cross section. The integrated level sensors in the liner are in no contact with the liquid and are therefore insensitive against fat and oil floating on the surface.
VEGA Process Measurement (Level, Limit Level & Pressure) - Oil & Gas OffshoreThorne & Derrick UK
The document discusses instrumentation solutions from VEGA for various applications in offshore oil and gas production, including level, density, and flow measurement of drilling mud. VEGA offers a full portfolio of measurement technologies including radar, ultrasonic, guided microwave, and capacitive sensors. Their plics modular instrument system allows for customized configurations and easy installation. The technologies and products discussed can provide reliable measurement under harsh offshore conditions to ensure safety and optimize production processes.
VEGA Pressure & Level Measurement - Oil and Gas Offshore ApplicationsThorne & Derrick UK
The document discusses VEGA's instrumentation products for the oil and gas industry, focusing on offshore applications. It describes VEGA's modular plics® instrument system, which allows for customized sensor, fitting, electronics, and housing combinations. It also highlights VEGA's level, limit level, and pressure measurement technologies, explosion-proof certifications, and ability to operate in harsh offshore conditions. The document emphasizes the reliability, safety, and ease-of-use of VEGA's instrumentation solutions for various offshore processes.
Thermal dispersion mass flow transmitters measure mass flow by detecting heat dissipation from a heated surface. The sensor contains two mass balanced elements with precision matched RTDs. The reference sensor measures the process temperature (up to +400° F [+200° C]); the second RTD measures the temperature of the heated sensor. The power to the heater is varied to maintain a constant temperature difference above the reference temperature.
There is an inherent non-linear relationship between power and mass flow. A microprocessor compares the power against the calibration curve and converts the power requirements to the mass flow rate. Temperature is also measured to provide temperature compensation of the mass flow over the operating range of the instrument.
Cox Precision metering products by Badger Meter provide flow measurement solutions for the test and measurement market and precision industrial applications.
CUM223 253 endress+hauser datasheet-turbidity and suspended solids transmitterENVIMART
The Liquisys M CUM223/253 is a modular turbidity and suspended solids transmitter with the following key features:
1) It has a modular design that allows for easy adaptation to customer requirements through additional software and hardware modules.
2) The basic version measures turbidity and suspended solids with configurable alarms, while extended versions add features like additional contacts, automatic cleaning, and communication protocols.
3) Applications include wastewater treatment, water treatment, and surface water monitoring in industries like sewage plants.
Thermal Mass Flow Meters Reduce Energy Costs and Enhance Emissions MonitoringClassic Controls, Inc.
The thermal mass flow meter's ability to deliver a direct reading of mass flow rates of air, natural gas and other fuel gases provides a simple, reliable, and cost-effective method for controlling combustion efficiency and emissions.
The two most important design innovations on the new FT4A are the new 2nd Generation DDCSensor™ and the expanded GasSelectX® gas selection menu.
Like all Fox meters, the rugged FT4A measures gas flow rate in standard units without the need for temperature or pressure compensation.
Flexim Fluxus Ultrasonic Gas Flow Meters - G Gas Meter Series - Brochure - en...Thorne & Derrick UK
This document discusses ultrasonic gas flow measurement devices called FLUXUS G series. It summarizes that the devices:
- Use ultrasonic transducers clamped externally to pipes to non-invasively measure gas flow without contacting the gas
- Provide accurate bi-directional measurement over a wide range of flows and conditions through advanced digital signal processing
- Include models for portable use, permanent installation, and hazardous/offshore areas
Nivelco Instrumentation for Chemical and Pharmaceutical IndustriesArjay Automation
Overview of the various process measurement instruments manufactured by Nivelco for the chemical and pharmaceutical industries. Applications and solutions for level measurement.
Series One Safety Transmitter, Pressure and Temperature SwitchIves Equipment
The One Series Safety Transmitter is a transmitter-switch for monitoring pressure or temperature and meets the requirements of SIL 2 for random integrity at HFT = 0, SIL 3 for random integrity at HFT = 1 and SIL 3 for systematic capability. The One Series Safety Transmitter incorporates UE’s patented IAW self diagnostics, redundant and diverse signal processing and software algorithms to detect abnormalities in the process and internal faults. The design is based on a powerful microprocessor that provides an extremely fast response time for emergency shutdown situations.
The Portaflow 220 is a portable flow measurement and recording system that uses ultrasonic transit time technology to measure fluid flow rates and velocities in pipes from 13mm to 1000mm in diameter. It has a large, backlit display and simple quick start setup. Outputs include 4-20mA analog output and pulse output proportional to flow rate. The system components include the Portaflow 220 instrument, transducers, cables, mounting hardware, and a carrying case. It is designed for non-invasive flow measurement in applications like water, energy, manufacturing, and more.
The document lists numerous standards and protocols from various standards organizations that relate to industrial measurement and control systems. It includes standards from SABS (South African Bureau of Standards), API (American Petroleum Institute), ASME (American Society of Mechanical Engineers), ANSI (American National Standards Institute), NF (Unknown), CFR (Code of Federal Regulations), ASTM (American Society for Testing and Materials), FCI (Fluid Controls Institute), ISA (Instrument Society of America), IEEE, EIA (Electronics Industries Association), EN (Unknown), NEMA (National Electrical Manufacturers Association), NFPA (National Fire Protection Association), BS (British Standards), IEC (International Electrotechnical Commission) covering topics such as
Parker Balston is a division of Parker Hannifin, world’s leading diversified manufacturer of motion and control technologies and systems. Balston manufacturers industrial filters and filtration technology, replacement filter elements, compressed air dryers, nitrogen generators, and compressed air microbial detection.
GE Advanced Modular Calibrator for Process Measurement InstrumentsFlow-Tech, Inc.
The DPI 620 Genii is an easy to use, rugged, and highly accurate multifunction instrument for calibrating & maintaining process instrumentation. Its modular design and functionality means it can be expanded over time and tailored to applications as needs change. With options that include HART / Fieldbus / Profibus communications, it’s a powerful, simple to use and high accuracy calibrator.
VEGA Pressure & Level Measurement - Waste Water Industry ApplicationsThorne & Derrick UK
The document provides information on instrumentation solutions from VEGA for sustainable water and sewage management. It discusses their modular plics product system and level, pressure, and switching instruments. Examples of applications include rain overflow basins, sewage pumping stations, sludge treatment, and more. VEGA offers solutions for reliable measurement and management across various areas of water and wastewater infrastructure.
The document specifies requirements for a Digital Water Level Recorder that uses a float and shaft encoder sensor to measure and record water levels over time. Key requirements include: the instrument must operate reliably under environmental conditions, have an expected lifetime of 10 years, store at least 20,000 water level readings with date and time stamps, and interface with a Data Retrieval System to download data. The data must be recorded at intervals between 10 minutes to 24 hours and exported in a standard text file format for analysis.
This document provides guidelines for the routine maintenance of stage and streamflow measurement equipment and installations. It discusses maintenance procedures for staff gauges, autographic water level recorders, digital water level recorders, current meters, and supporting equipment. Key recommendations include regularly cleaning and inspecting equipment for damage, checking instrument readings against references, downloading digital data frequently, and calibrating equipment on a set schedule or when major repairs are done. The document aims to ensure the continued collection of good quality hydrometric data through proper equipment upkeep.
This document provides standard procedures for retrieving digital water level data from piezometers using a Digital Water Level Recorder (DWLR). The procedures include: (1) checking equipment and documents before heading to the field, (2) verifying DWLR details on site and taking manual water level readings, (3) synchronizing clocks, checking batteries, and retrieving DWLR data, and (4) documenting all observations and ensuring proper data storage and backup. Following standardized procedures helps maintain accuracy and quality of groundwater level measurements.
This document specifies the technical requirements for a DWLR (water level recorder) system, including a pressure sensor data logger, enclosure, and data retrieval system. The pressure sensor should measure water levels with 0.1% accuracy, store over 200,000 data points, and communicate via USB. The data logger enclosure must be waterproof and corrosion resistant. The data retrieval system is a laptop to download, view, and export logged data in the field.
This document outlines specifications for a groundwater data logger and telemetry system. Key requirements include:
- The system must include a pressure sensor, data logger, telemetry unit, and data retrieval software.
- The pressure sensor must measure groundwater levels accurately between 0-50m or 0-70m and withstand high pressures.
- The data logger stores at least 200,000 data points, operates for over 2 years on batteries, and supports wireless data transmission.
- The telemetry unit transmits data via GPRS/GSM once per day for 1 year on batteries and sends alerts for failures.
- The software downloads and displays data on a laptop in common formats like Excel.
This document provides an overview of key concepts and measurement techniques in hydrometry. It covers topics such as network design, site selection, measurement frequency, and methods for measuring streamflow and water levels. A variety of equipment options are presented for recording stage, including staff gauges, wire gauges, bubblers and pressure transducers. Streamflow measurement methods like current meters, acoustic Doppler profilers and the slope-area technique are also described. The document establishes standard practices and terminology for surface water measurement in India.
This document provides technical specifications for instruments for the automation of seismological observatories in Kerala, India. It includes specifications for:
1. Broadband seismic sensors with triaxial configuration, velocity transducer, frequency response between 120 sec to 50Hz, and other features.
2. Data acquisition systems with 24-bit digitizers, sampling rates from 1-500 samples per second, GPS timing, and other components.
3. Accelerographs with triaxial configuration, 24-bit recording, sample rate over 200 samples per second, and other details.
4. A VSAT telemetry system to transmit seismic and accelerograph data in real-time from observatories to a central recording station.
This document provides an overview of key concepts and measurement techniques in hydrometry. It defines relevant variables and units used to measure hydrological quantities. The document also describes basic hydraulic principles, guidelines for hydrometric network design, site selection, measurement frequency, and techniques for measuring stage, streamflow, and other hydrometric variables. Measurement equipment, station design considerations, and specifications are also covered. The manual aims to standardize hydrometric practices and provide context for measurement procedures.
This document provides an overview of key concepts and measurement techniques in hydrometry. It defines relevant variables and units used to measure hydrological quantities. The document discusses network design, site selection, measurement frequency, and techniques for measuring stage, streamflow, and other hydrometric variables. A variety of equipment and methods are described, including staff gauges, data loggers, current meters, and acoustic Doppler current profilers. Guidelines are provided for equipment specifications, station design, construction, and installation.
The Vanguard WirelessHART gas detector is ideal for the monitoring of toxic and combustible gases without the need for costly and fixed wiring. With a five year battery life and one button calibration, the Vanguard detector is easy to operate and maintain.
Each Vanguard detector has a WirelessHART transceiver, an antenna, a display, a long life power module, a gas sensor, and a signal processor for the gas sensor. Vanguard uses a sensor architecture trademarked “Flexsense,” which allows the sensor to identify its target gas and self-configure to a Vanguard transmitter upon connection.
The document outlines performance requirements and specifications for ultrasonic gas meters. It specifies that meters must be designed according to applicable codes and standards. It also requires manufacturers to have a quality assurance program and provide documentation on metallurgical testing, pressure testing, and dimensional measurements. The document defines minimum performance standards for accuracy, resolution, velocity sampling interval, zero flow readings and more. Larger meters have less stringent requirements.
This self-directed course will guide you through the basics of how a Groundwater Datalogger is used for taking water level measurements. It also discusses some techniques on how to improve the accuracy of your collected data.
The document summarizes a voltage-to-frequency converter that measures DC voltages and converts them to a proportional output frequency. This allows the voltages to be measured with a frequency counter for flexible data handling applications. Key advantages are its ability to average out noise, integrate signals over time, and output data in a format that can be logged or interfaced with other devices. An example application is accurately measuring and logging rocket thrust data over time.
The level indicator tape is used to manually measure water levels in pipes, wells, and piezometers. It must provide accurate and reproducible readings under a wide range of temperatures and environmental conditions. The tape material should be stainless steel or reinforced plastic with an accuracy of 2.5 mm per 10 m at 20°C, a temperature coefficient of less than 0.0125 mm/°C per m, and specifications for load, elongation, and suspension weight defined by the manufacturer.
Mathematical Tools for the Analysis of Periodic and Aperiodic Grid SignalsIRJET Journal
The document discusses mathematical tools for analyzing periodic and aperiodic signals related to electrical grids. It describes how electrical grid assets produce both periodic signals, like voltage oscillations at 50-60 Hz, as well as aperiodic signals from sensor measurements of various asset parameters. A wide range of sensing technologies monitor these parameters. For periodic signals, tools like Fourier analysis are appropriate. Aperiodic signals require tools designed for non-repeating signals, such as wavelet analysis, nonlinear dynamic analysis, and time history analysis. A variety of signals must be analyzed, so no single technique applies to every use case.
This document summarizes Roxar's downhole monitoring product portfolio. Some key points:
- Roxar has over 25 years of experience providing reliable downhole monitoring solutions from complex wells around the world.
- Their intelligent downhole network allows operators to install up to 32 sensors on a single cable to monitor pressure, temperature, and flow rates from multiple zones simultaneously.
- They provide interface units to deploy their monitoring systems subsea at depths up to 3,048 meters and in harsh environments through explosion proof and weatherproof enclosures.
- New wireless technologies allow them to monitor well casing integrity through real-time pressure and temperature measurements in previously inaccessible areas like the B annulus.
This document provides a design manual for hydro-meteorology networks in India. It discusses the physics of rainfall and evaporation processes and the design of rainfall and climate observation networks. Key sections include network design and optimization, site selection criteria, measurement frequencies, and measurement techniques for rainfall and climatic variables. Guidelines are also provided on station design, construction, and equipment installation. The overall aim is to establish standard procedures for India's Hydrological Information System to accurately measure hydro-meteorological quantities needed for water resources assessment and management.
This document provides a design manual for hydro-meteorology networks. It discusses definitions and units used in hydro-meteorology. It also covers the design and optimization of rainfall and climate observation networks, including determining minimum network densities based on measurement objectives and spatial variability. Site selection criteria, measurement frequencies, and measurement techniques for rainfall and climatic variables are also examined. Guidelines are provided on station design, equipment installation, and specifications. The overall aim is to establish standard procedures for hydro-meteorological data collection across India.
This document provides guidance on working with map layers and network layers in HYMOS, a hydrological modeling software. It describes how to obtain map layers from digitized topographic maps and remotely sensed data. It also explains how to create network layers by manually adding observation stations or importing them from another database. The document outlines how to manage and set properties for map layers and network layers within HYMOS to control visibility, styling, and other display options.
This document contains information about receiving hydrological data at different levels in India, including:
1. Data is transferred from field stations to subdivisional offices, then to divisional offices and state/regional data processing centers in stages. Target dates are set for receipt and transmission at each level to ensure smooth processing.
2. Records of receipt are maintained at each office to track data and identify delays, with feedback provided if data is not received by targets.
3. Original paper records are filed by station for easy retrieval, while digital copies are stored for long-term archiving.
The document describes a training module on understanding different types and forms of data in hydrological information systems (HIS). It was developed with funding from the World Bank and Government of the Netherlands. The module provides an overview of the session plan and covers various types of data in HIS, including space-oriented data like catchment maps, time-oriented data such as meteorological observations, and relation-oriented data like stage-discharge relationships. The goal is for participants to learn about all the different types and forms of data managed in HIS.
The document provides details on a surface water data processing plan for India. It discusses distributing data processing activities across three levels - sub-divisional, divisional, and state data processing centers. It outlines the activities, computing facilities, staffing, and time schedules needed at each level to efficiently manage the large volume of hydrological data. The plan aims to ensure data is properly validated and processed within time limits while not overwhelming staff.
This document outlines the stages of surface water data processing under the Hydrological Information System (HIS) in India. It discusses: 1) Receipt of data from field stations and storage of raw records; 2) Data entry at sub-divisional offices; 3) Validation of data through primary, secondary, and hydrological checks; 4) Completion and correction of missing or erroneous data; 5) Compilation, analysis, and reporting of validated data; 6) Transfer of data between processing levels from sub-division to division to state centers. The overall goal is to process field data in a systematic series of steps to produce quality-controlled hydrological information.
This document provides information on a training module for understanding hydrological information system (HIS) concepts and setup. It includes an introduction to HIS, why they are needed, how they are set up under the Hydrology Project. It also discusses who the key users of hydrological data are and how computers are used in hydrological data processing. The training module contains session plans, presentations, handouts, and text to educate participants on HIS objectives, components, and how they provide reliable hydrological data to various end users.
This document provides guidance on reporting climatic data in India. It discusses the purpose and contents of annual reports on climatic data, including evaporation data. Key points covered include:
- Annual reports summarize evaporation data for the reporting year and compare to long-term statistics.
- Reports include details on the observational network, basic evaporation statistics, data validation processes.
- Network maps and station listings provide details of monitoring locations. Statistics include monthly and annual evaporation amounts for the current year and historical averages.
- Reports aim to inform water resource planning, acknowledge data collection efforts, and provide access to climatic data records.
This document provides information and guidance on analyzing climatic data to estimate evaporation and evapotranspiration rates. It discusses the use of evaporation pans and appropriate pan coefficients to estimate open water evaporation from lakes and reservoirs. It also describes the Penman method for estimating potential evapotranspiration using standard climatological measurements. The Penman method combines the energy budget and mass transfer approaches and provides formulas for calculating evapotranspiration based on climatic variables like temperature, humidity, wind speed, and solar radiation. Substitutions are suggested when some climatic variables are not directly measured.
This document provides guidance on how to carry out secondary validation of climatic data. It describes various methods for validating data spatially using multiple station comparisons, including comparison plots, balance series, regression analysis, and double mass curves. It also describes single station validation tests for homogeneity, including mass curves and tests of differences in means. The document is part of a training module on secondary validation of climatic data funded by the World Bank and Government of the Netherlands. It provides context for the training and outlines the session plan, materials, and main validation methods to be covered.
This document provides guidance on how to carry out primary validation of climatic data. It discusses validating temperature, humidity, wind speed, atmospheric pressure, sunshine duration, and pan evaporation data. For each variable, it describes typical variations and measurement methods, potential errors, and approaches to error detection such as setting maximum/minimum limits. The goal of primary validation is to check for errors by comparing individual observations to physical limits and sequential observations for unacceptable changes.
This document provides guidance on entering climatic data into a hydrological data processing software called SWDES. It describes the various types of climatic data that can be entered, including daily, twice daily, hourly, and sunshine duration data. Instructions are provided on inspecting paper records, setting up data entry screens, entering values, and performing basic data validation checks. The overall aim is to make climatic data available electronically using SWDES in order to facilitate validation, processing, and reporting of the data.
This document provides guidance on how to report rainfall data in yearly and periodic reports. It outlines the typical contents and structure of annual reports including descriptive summaries of rainfall patterns, comparisons to long-term averages, basic statistics, and descriptions of major storms. Periodic reports produced every 10 years would include long-term statistics updated over the previous decade as well as frequency analysis of rainfall data. The reports aim to inform stakeholders of rainfall patterns and data availability as well as validate and improve the quality of data collection.
The document describes a training module on analyzing rainfall data. It includes sessions on checking data homogeneity, computing basic statistics, fitting frequency distributions, and deriving frequency-duration and intensity-duration-frequency curves. Exercises are provided for trainees to practice analyzing monthly and daily rainfall series, fitting distributions, and deriving curves for different durations and return periods. Case studies from India are referenced as examples throughout the training material.
This document provides guidance on compiling rainfall data from various time intervals into longer standardized durations. It discusses aggregating hourly data into daily totals, daily data into weekly, ten-daily, monthly, and yearly totals. Methods are presented for arithmetic averaging and Thiessen polygons to estimate areal rainfall from point measurements. Guidance is also given on transforming non-equidistant time series into equidistant series and compiling extreme rainfall statistics. Examples demonstrate compiling hourly rainfall from an autographic rain gauge into daily totals and further aggregating daily point rainfall into areal averages and statistics for various durations.
This document provides guidance on correcting and completing rainfall data. It discusses using autographic rain gauge (ARG) and standard rain gauge (SRG) data to correct errors. When the SRG is faulty but ARG is available, the SRG can be corrected to match the ARG totals. When the ARG is faulty but SRG is available, hourly distributions from neighboring stations can be used to estimate hourly totals for the station based on its daily SRG total. The document also discusses correcting time shifts, apportioning partial daily accumulations, adjusting for systematic shifts using double mass analysis, and using spatial interpolation methods to estimate missing values. Examples are provided to demonstrate each technique.
This document describes a training module on how to carry out secondary validation of rainfall data. It includes the following key points:
1. Secondary validation involves comparing rainfall data to neighboring stations to identify suspect values, taking into account spatial correlation which depends on duration, distance, precipitation type, and physiography.
2. Validation methods described include screening data against limits, scrutinizing multiple time series graphs and tabulations, checking against data limits for longer durations, spatial homogeneity testing, and double mass analysis.
3. Examples demonstrate how spatial correlation varies with duration and distance, and how physiography affects correlation. Screening listings with basic statistics are used to flag suspect data values.
This document provides guidance on how to carry out primary validation of rainfall data. It discusses comparing daily rainfall measurements from a standard raingauge to those from an autographic or digital raingauge. Differences greater than 5% between the two measurements would be further investigated. Likely sources of error are outlined for each type of raingauge. The validation can be done graphically or tabularly by aggregating hourly rainfall data to daily totals and comparing. Actions are suggested based on the patterns of discrepancies found.
This document provides guidance on entering rainfall data into a dedicated hydrological data processing software (SWDES). It discusses entering daily rainfall data, twice daily rainfall data, and hourly rainfall data from manual records or digital loggers. The key steps are:
1. Manually inspecting field records for completeness and errors before data entry.
2. Entering data into customized SWDES forms that match field observation sheets. This allows direct data transfer with minimal risk of errors.
3. Performing automated checks of the entered data against limits and computed totals to ensure accuracy. Any errors are flagged for further inspection.
4. Graphing the entered time series data during the entry process as an additional validation check.
The document provides guidance on sampling surface waters for water quality analysis. It discusses selecting sampling sites that are representative of the waterbody and safely accessible. It describes three types of samples - grab samples, composite samples, and integrated samples - and when each would be used. It also outlines appropriate sampling devices and containers for different analyses, as well as procedures for sample handling, preservation, and identification. The overall aim is to collect samples that accurately represent water quality without significant changes prior to analysis.
The document describes methods for hydrological observations including rainfall, water level, discharge, and inspection of observation stations. It contains sections on ordinary and recording rainfall observation, ordinary and recording water level observation, observation of discharge using current meters and floats, and inspection of rainfall and water level observation stations. The document was produced by the Ministry of Construction in Japan.
Have you ever been confused by the myriad of choices offered by AWS for hosting a website or an API?
Lambda, Elastic Beanstalk, Lightsail, Amplify, S3 (and more!) can each host websites + APIs. But which one should we choose?
Which one is cheapest? Which one is fastest? Which one will scale to meet our needs?
Join me in this session as we dive into each AWS hosting service to determine which one is best for your scenario and explain why!
Fueling AI with Great Data with Airbyte WebinarZilliz
This talk will focus on how to collect data from a variety of sources, leveraging this data for RAG and other GenAI use cases, and finally charting your course to productionalization.
Freshworks Rethinks NoSQL for Rapid Scaling & Cost-EfficiencyScyllaDB
Freshworks creates AI-boosted business software that helps employees work more efficiently and effectively. Managing data across multiple RDBMS and NoSQL databases was already a challenge at their current scale. To prepare for 10X growth, they knew it was time to rethink their database strategy. Learn how they architected a solution that would simplify scaling while keeping costs under control.
Skybuffer AI: Advanced Conversational and Generative AI Solution on SAP Busin...Tatiana Kojar
Skybuffer AI, built on the robust SAP Business Technology Platform (SAP BTP), is the latest and most advanced version of our AI development, reaffirming our commitment to delivering top-tier AI solutions. Skybuffer AI harnesses all the innovative capabilities of the SAP BTP in the AI domain, from Conversational AI to cutting-edge Generative AI and Retrieval-Augmented Generation (RAG). It also helps SAP customers safeguard their investments into SAP Conversational AI and ensure a seamless, one-click transition to SAP Business AI.
With Skybuffer AI, various AI models can be integrated into a single communication channel such as Microsoft Teams. This integration empowers business users with insights drawn from SAP backend systems, enterprise documents, and the expansive knowledge of Generative AI. And the best part of it is that it is all managed through our intuitive no-code Action Server interface, requiring no extensive coding knowledge and making the advanced AI accessible to more users.
HCL Notes and Domino License Cost Reduction in the World of DLAUpanagenda
Webinar Recording: https://www.panagenda.com/webinars/hcl-notes-and-domino-license-cost-reduction-in-the-world-of-dlau/
The introduction of DLAU and the CCB & CCX licensing model caused quite a stir in the HCL community. As a Notes and Domino customer, you may have faced challenges with unexpected user counts and license costs. You probably have questions on how this new licensing approach works and how to benefit from it. Most importantly, you likely have budget constraints and want to save money where possible. Don’t worry, we can help with all of this!
We’ll show you how to fix common misconfigurations that cause higher-than-expected user counts, and how to identify accounts which you can deactivate to save money. There are also frequent patterns that can cause unnecessary cost, like using a person document instead of a mail-in for shared mailboxes. We’ll provide examples and solutions for those as well. And naturally we’ll explain the new licensing model.
Join HCL Ambassador Marc Thomas in this webinar with a special guest appearance from Franz Walder. It will give you the tools and know-how to stay on top of what is going on with Domino licensing. You will be able lower your cost through an optimized configuration and keep it low going forward.
These topics will be covered
- Reducing license cost by finding and fixing misconfigurations and superfluous accounts
- How do CCB and CCX licenses really work?
- Understanding the DLAU tool and how to best utilize it
- Tips for common problem areas, like team mailboxes, functional/test users, etc
- Practical examples and best practices to implement right away
Programming Foundation Models with DSPy - Meetup SlidesZilliz
Prompting language models is hard, while programming language models is easy. In this talk, I will discuss the state-of-the-art framework DSPy for programming foundation models with its powerful optimizers and runtime constraint system.
Digital Banking in the Cloud: How Citizens Bank Unlocked Their MainframePrecisely
Inconsistent user experience and siloed data, high costs, and changing customer expectations – Citizens Bank was experiencing these challenges while it was attempting to deliver a superior digital banking experience for its clients. Its core banking applications run on the mainframe and Citizens was using legacy utilities to get the critical mainframe data to feed customer-facing channels, like call centers, web, and mobile. Ultimately, this led to higher operating costs (MIPS), delayed response times, and longer time to market.
Ever-changing customer expectations demand more modern digital experiences, and the bank needed to find a solution that could provide real-time data to its customer channels with low latency and operating costs. Join this session to learn how Citizens is leveraging Precisely to replicate mainframe data to its customer channels and deliver on their “modern digital bank” experiences.
Driving Business Innovation: Latest Generative AI Advancements & Success StorySafe Software
Are you ready to revolutionize how you handle data? Join us for a webinar where we’ll bring you up to speed with the latest advancements in Generative AI technology and discover how leveraging FME with tools from giants like Google Gemini, Amazon, and Microsoft OpenAI can supercharge your workflow efficiency.
During the hour, we’ll take you through:
Guest Speaker Segment with Hannah Barrington: Dive into the world of dynamic real estate marketing with Hannah, the Marketing Manager at Workspace Group. Hear firsthand how their team generates engaging descriptions for thousands of office units by integrating diverse data sources—from PDF floorplans to web pages—using FME transformers, like OpenAIVisionConnector and AnthropicVisionConnector. This use case will show you how GenAI can streamline content creation for marketing across the board.
Ollama Use Case: Learn how Scenario Specialist Dmitri Bagh has utilized Ollama within FME to input data, create custom models, and enhance security protocols. This segment will include demos to illustrate the full capabilities of FME in AI-driven processes.
Custom AI Models: Discover how to leverage FME to build personalized AI models using your data. Whether it’s populating a model with local data for added security or integrating public AI tools, find out how FME facilitates a versatile and secure approach to AI.
We’ll wrap up with a live Q&A session where you can engage with our experts on your specific use cases, and learn more about optimizing your data workflows with AI.
This webinar is ideal for professionals seeking to harness the power of AI within their data management systems while ensuring high levels of customization and security. Whether you're a novice or an expert, gain actionable insights and strategies to elevate your data processes. Join us to see how FME and AI can revolutionize how you work with data!
Trusted Execution Environment for Decentralized Process MiningLucaBarbaro3
Presentation of the paper "Trusted Execution Environment for Decentralized Process Mining" given during the CAiSE 2024 Conference in Cyprus on June 7, 2024.
5th LF Energy Power Grid Model Meet-up SlidesDanBrown980551
5th Power Grid Model Meet-up
It is with great pleasure that we extend to you an invitation to the 5th Power Grid Model Meet-up, scheduled for 6th June 2024. This event will adopt a hybrid format, allowing participants to join us either through an online Mircosoft Teams session or in person at TU/e located at Den Dolech 2, Eindhoven, Netherlands. The meet-up will be hosted by Eindhoven University of Technology (TU/e), a research university specializing in engineering science & technology.
Power Grid Model
The global energy transition is placing new and unprecedented demands on Distribution System Operators (DSOs). Alongside upgrades to grid capacity, processes such as digitization, capacity optimization, and congestion management are becoming vital for delivering reliable services.
Power Grid Model is an open source project from Linux Foundation Energy and provides a calculation engine that is increasingly essential for DSOs. It offers a standards-based foundation enabling real-time power systems analysis, simulations of electrical power grids, and sophisticated what-if analysis. In addition, it enables in-depth studies and analysis of the electrical power grid’s behavior and performance. This comprehensive model incorporates essential factors such as power generation capacity, electrical losses, voltage levels, power flows, and system stability.
Power Grid Model is currently being applied in a wide variety of use cases, including grid planning, expansion, reliability, and congestion studies. It can also help in analyzing the impact of renewable energy integration, assessing the effects of disturbances or faults, and developing strategies for grid control and optimization.
What to expect
For the upcoming meetup we are organizing, we have an exciting lineup of activities planned:
-Insightful presentations covering two practical applications of the Power Grid Model.
-An update on the latest advancements in Power Grid -Model technology during the first and second quarters of 2024.
-An interactive brainstorming session to discuss and propose new feature requests.
-An opportunity to connect with fellow Power Grid Model enthusiasts and users.
Salesforce Integration for Bonterra Impact Management (fka Social Solutions A...Jeffrey Haguewood
Sidekick Solutions uses Bonterra Impact Management (fka Social Solutions Apricot) and automation solutions to integrate data for business workflows.
We believe integration and automation are essential to user experience and the promise of efficient work through technology. Automation is the critical ingredient to realizing that full vision. We develop integration products and services for Bonterra Case Management software to support the deployment of automations for a variety of use cases.
This video focuses on integration of Salesforce with Bonterra Impact Management.
Interested in deploying an integration with Salesforce for Bonterra Impact Management? Contact us at sales@sidekicksolutionsllc.com to discuss next steps.
In the realm of cybersecurity, offensive security practices act as a critical shield. By simulating real-world attacks in a controlled environment, these techniques expose vulnerabilities before malicious actors can exploit them. This proactive approach allows manufacturers to identify and fix weaknesses, significantly enhancing system security.
This presentation delves into the development of a system designed to mimic Galileo's Open Service signal using software-defined radio (SDR) technology. We'll begin with a foundational overview of both Global Navigation Satellite Systems (GNSS) and the intricacies of digital signal processing.
The presentation culminates in a live demonstration. We'll showcase the manipulation of Galileo's Open Service pilot signal, simulating an attack on various software and hardware systems. This practical demonstration serves to highlight the potential consequences of unaddressed vulnerabilities, emphasizing the importance of offensive security practices in safeguarding critical infrastructure.
zkStudyClub - LatticeFold: A Lattice-based Folding Scheme and its Application...Alex Pruden
Folding is a recent technique for building efficient recursive SNARKs. Several elegant folding protocols have been proposed, such as Nova, Supernova, Hypernova, Protostar, and others. However, all of them rely on an additively homomorphic commitment scheme based on discrete log, and are therefore not post-quantum secure. In this work we present LatticeFold, the first lattice-based folding protocol based on the Module SIS problem. This folding protocol naturally leads to an efficient recursive lattice-based SNARK and an efficient PCD scheme. LatticeFold supports folding low-degree relations, such as R1CS, as well as high-degree relations, such as CCS. The key challenge is to construct a secure folding protocol that works with the Ajtai commitment scheme. The difficulty, is ensuring that extracted witnesses are low norm through many rounds of folding. We present a novel technique using the sumcheck protocol to ensure that extracted witnesses are always low norm no matter how many rounds of folding are used. Our evaluation of the final proof system suggests that it is as performant as Hypernova, while providing post-quantum security.
Paper Link: https://eprint.iacr.org/2024/257
Skybuffer SAM4U tool for SAP license adoptionTatiana Kojar
Manage and optimize your license adoption and consumption with SAM4U, an SAP free customer software asset management tool.
SAM4U, an SAP complimentary software asset management tool for customers, delivers a detailed and well-structured overview of license inventory and usage with a user-friendly interface. We offer a hosted, cost-effective, and performance-optimized SAM4U setup in the Skybuffer Cloud environment. You retain ownership of the system and data, while we manage the ABAP 7.58 infrastructure, ensuring fixed Total Cost of Ownership (TCO) and exceptional services through the SAP Fiori interface.
Dandelion Hashtable: beyond billion requests per second on a commodity serverAntonios Katsarakis
This slide deck presents DLHT, a concurrent in-memory hashtable. Despite efforts to optimize hashtables, that go as far as sacrificing core functionality, state-of-the-art designs still incur multiple memory accesses per request and block request processing in three cases. First, most hashtables block while waiting for data to be retrieved from memory. Second, open-addressing designs, which represent the current state-of-the-art, either cannot free index slots on deletes or must block all requests to do so. Third, index resizes block every request until all objects are copied to the new index. Defying folklore wisdom, DLHT forgoes open-addressing and adopts a fully-featured and memory-aware closed-addressing design based on bounded cache-line-chaining. This design offers lock-free index operations and deletes that free slots instantly, (2) completes most requests with a single memory access, (3) utilizes software prefetching to hide memory latencies, and (4) employs a novel non-blocking and parallel resizing. In a commodity server and a memory-resident workload, DLHT surpasses 1.6B requests per second and provides 3.5x (12x) the throughput of the state-of-the-art closed-addressing (open-addressing) resizable hashtable on Gets (Deletes).
Digital Marketing Trends in 2024 | Guide for Staying AheadWask
https://www.wask.co/ebooks/digital-marketing-trends-in-2024
Feeling lost in the digital marketing whirlwind of 2024? Technology is changing, consumer habits are evolving, and staying ahead of the curve feels like a never-ending pursuit. This e-book is your compass. Dive into actionable insights to handle the complexities of modern marketing. From hyper-personalization to the power of user-generated content, learn how to build long-term relationships with your audience and unlock the secrets to success in the ever-shifting digital landscape.
1. Government of India & Government of The Netherlands
DHV CONSULTANTS &
DELFT HYDRAULICS with
HALCROW, TAHAL, CES,
ORG & JPS
VOLUME 4
GEO-HYDROLOGY
REFERENCE MANUAL
STEPS IN THE PROCUREMENT OF DWLR
2. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page i
Table of Contents
GENERAL 1
PART I: SPECIFICATIONS FOR DIGITAL WATER LEVEL RCORDER (GW) 2
1 CONDITIONS AND REQUIREMENTS 2
2 SPECIFICATIONS 3
2.1 PRESSURE SENSOR 3
2.2 DATALOGGER 4
2.3 ENCLOSURE FOR PRESSURE SENSOR AND DATA LOGGER 5
2.4 CABLE 6
2.5 DATA RETRIEVAL SYSTEM 6
2.6 PC SOFTWARE 8
2.7 PALMTOP SOFTWARE 8
2.8 ACCESSORIES 8
2.9 CONSUMABLES 8
APPENDIX I SPECIFICATIONS AND REQUIREMENT FORM RELATED TO BID ON
DELIEVERY OF DWLR; REF. BID NO.: …
APPENDIX II SUPPLIER TO FURNISH THE FOLLOWING INFORMATION
PART II: ACCEPTANCE PROTOCOL 1
1 GENERAL 1
2 DOCUMENTS 1
2.1 ADMINISTRATIVE AND QA DOCUMENTS 1
2.2 TEST AND CALIBRATION DOCUMENTS 2
2.3 MANUALS AND GUIDELINES 2
3 ACCEPTANCE TESTS 3
3.1 GENERAL 3
3.2 FUNCTIONAL TESTS 4
3.2.1 VISUAL INSPECTION 4
3.2.2 USER TESTS 4
3.3 ACCURACY TESTS 4
3.3.1 ACCURACY TESTS ON CLOCK 5
3.3.2 ACCURACY TESTS ON PRESSURE MEASUREMENT 5
3.4 OVERALL TEST 6
3.4.1 AUTONOMY 7
3.4.2 FITNESS FOR ENVIRONMENT 7
3.4.3 FUNCTIONALITY 8
3.4.4 CALIBRATION 8
3.4.5 STABILITY 8
3.4.6 REPRODUCIBILITY 8
3.4.7 MAIN POWER FAILURE 9
4 TEST EXECUTION 9
4.1 ALL UNITS TEST PROGRAMME 9
4.2 SINGLE UNIT TEST PROGRAMME 9
5 EVALUATION OF TEST RESULTS 10
6 POST ACCEPTANCE PERFORMANCE MONITORING 10
7 INSTRUMENT HISTORY FILE 10
3. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page ii
7.1 INSTRUMENT IDENTIFICATION 10
7.2 FUNCTIONAL, ACCURACY AND OVER-ALL TESTS 11
7.3 PIEZOMETER WELL DEFINITION 11
7.4 DEPLOYMENT 11
4. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 1
GENERAL
This Reference Manual comprises the testing of Digital Water Level Recorder (DWLR) and procedures
to be followed for procurements and installation. The digital water level recorder is to record water table
data in piezometer wells versus time. It consists of two parts:
Part I: Specifications for Digital Water Level Recorder (GW),
Part II: Acceptance Protocol.
In the Annexes to Part I a detailed Specification and Requirement Form related to bid on delivery of
DWLR is presented including also a list of information to be furnished by the supplier.
5. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 2
PART I: SPECIFICATIONS FOR DIGITAL WATER LEVEL
RCORDER (GW)
1 CONDITIONS AND REQUIREMENTS
• The instrument shall be of such a design that it operates reliably and accurately under the prevailing
environmental conditions.
• The instrument shall be easy to operate and maintain.
• All materials on the instrument exterior shall be non-corrosive.
• A pressure sensor shall measure the water level, directly (immersed) or indirectly (bubbler).
• The method of pressure measurement shall compensate for the effects of barometric air-pressure,
e.g. by application of a vented gauge pressure sensor or other compensation method.
• The instrument shall have a short settling time, i.e. rated accuracy shall be reached quickly after (re-
) installation and there shall be no need to wait on site or even return later for re-adjustment to
accommodate for initial settling drift. It should be noted that the instrument regularly will be
recovered for maintenance and inspection.
• All batteries associated with the DWLR and the DRS, i.e. the batteries for normal operation and the
backup batteries, shall be easily replaceable.
• During battery replacement the instrument settings and data shall be retained.
• The instrument shall be supplied with the accessories as needed for effective deployment.
• The instrument shall have an expected technical lifetime of not less than 10 years.
• The instrument shall be capable to operate at least 6 months without any servicing.
• Calibration data and test certificate shall be part of the delivery for each DWLR.
• The DWLR shall support adjustable specific gravity over a range of 0.9 to 1.03.
• The water level readings shall be recorded in datalogger memory.
• The communication between DWLR and DRS and PC shall be suitable for the cable lengths
involved.
• An error monitoring communication protocol shall be used. The protocol shall ascertain error free
data exchange between DWLR and DRS/PC. The protocol shall function in both directions; i.e.
commands, programs, water level records and all other data exchange is under control of the
protocol and may only be accepted if they are free.
• The communication protocol shall be based on packet wise data exchange, the packets shall be
accompanied by a CRC code for checking at the receiving end. Defective or not received packets
shall be retransmitted upon request by the receiving end.
• The DWLR shall be capable to measure the voltage of the internal battery(ies).
• A simple and accurate tool to assess remaining battery lifetime shall be made available. The tool
shall enable proper planning of battery replacement without risk of data loss due to unexpected
battery depletion. The tool may be implemented in the DWLR or alternatively, in the DRS. The
operator may be prompted to enter specific parameters.
• Operator’s and maintenance manuals, related to the type and model of the instrument, shall be part
of the delivery.
• Comprehensive operators and maintenance training for respectively field observers and instrument
specialists shall be part of the delivery.
• The proper functioning of each instrument shall be demonstrated at Delivery.
6. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 3
2 SPECIFICATIONS
The specifications include requirements regarding:
- pressure sensor,
- data logger,
- enclosures for pressure sensor and data logger,
- cable,
- data retrieval system,
- PCs software
- Palm top software,
- accessories, and
- consumables.
These are elaborated in the following sections:
Appendix I: Specifications and requirement form related to bid on delivery of DWLR; Ref. Bid No.
Appendix II: Supplier to furnish following information.
2.1 PRESSURE SENSOR
i. sensor type vented gauge pressure sensor
ii. measuring range 0 to xx m water column (e.g. 0 to 10 or 0 to 20 m) as per Schedule
of Requirements
The Schedule of Requirements gives the numbers to be quoted for and their associated ranges and is
attached to this document. The Bidder shall specify for the closest standard range of the offered product with
respect to the required measuring range. The quoted range shall be equal or larger than the required range.
Standard accuracy
iii. overall accuracy 0.1% Full Scale
iv. temperature coefficient < 0.01%/ºC (on water level reading at 50 m suspension
cable)
v. long term stability 0.1% Full Scale/year
vi. reproducibility 0.05% Full Scale
Note: Overall accuracy, long term stability and reproducibility include pressure sensor, cable and data
logger. Stability shall also cover the longitudinal cable properties, e.g. elongation and creep of
the suspension cable at the cable length specified in the Schedule of Requirements.
The temperature coefficient covers all the combined temperature effects on pressure sensor,
data logger (zero and scale) and suspension cable.
The vendor shall specify the temperature effects on: sensor reading (zero and scale effects),
cable length and data logger. The instrument shall maintain the specified overall accuracy over
a temperature fluctuation of at least 10 ºC, i.e. whatever the actual temperature coefficient, the
overall error shall not exceed the accuracy specifications as given under iii.
7. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 4
In case of a separate sensor, the electronics unit shall be field exchangeable without affecting the
level reading beyond the rated system accuracy and such without any requirement for adjustments
to the electronics, e.g. for zero and/or span control. Adjustment in software settings to accommodate
for a sensor replacement is acceptable.
vii. overload pressure 2 times Full Scale
Overload pressure is the maximum pressure the sensor can sustain
without effect on calibration upon return to rated measuring range.
viii. burst pressure > 3 times Full Scale
Loading a sensor beyond the burst pressure most likely results in puncture or collapse of the
sensor membrane(s). Water may invade into the electronics compartment, damage the
instrument severely, and destroy recorded data.
ix. over-voltage protectionon supply and sensor wires
All pressure sensors suspended on a cable shall have a built-in protection against over-voltage in
addition to an over-voltage scheme on the associated datalogger electronics.
2.2 DATALOGGER
i. resolution of measurement 12 bit A/D converter or better
ii. measuring interval pre-set at 6 hours, adjustable from 30 minutes and multiples to
24 hours; for pump tests an interval range of 1 minute to 1 hour
The measuring interval shall be user adjustable, recordings shall be executed at ‘integer times’.
Example, if the measuring interval is 30 minutes, then recording should take place at 00h00,
00h30, 01h30, etc. The first record after initiation of the instrument, should be made at the first
instant of 00 or 30 minutes in the hour.
iii. settling time < 60 minutes after submersion at the time of installation.
Upon installation, after submersion, the DWLR including pressure sensor and electronics,
adjusts to the changed temperature, pressure and cable tension; the water level readings shall
settle to the required accuracy within the specified settling time.
iv. date day, month, year in the following format: DD/MM/YYYY with
leading zero’s (01/03/2001 for 1st
of March 2001)
No millennium bug.
v. time hh:mm:ss (0 to 23 hours, 0 to 59 minutes, 0 to 59 seconds) with
leading zero’s (08:05:07)
The specification given above is only valid for the way date and time are presented to the user and
does not apply to the way the data loggers handles these.
vi. recording capacity minimum of 10,000 wate rlevel readings.
The recorded data shall also contain an instrument serial number or well identification code and
information on date and time of recorded water levels readings. The serial number or the well
identification code shall be uniquely attached to the data logger and shall not be added after data
retrieval by user interference. The memory shall have a ring organisation (endless loop). The
memory shall be protected against accidental erasure by a password or equivalent.
vii. error marking error code, e.g. –9999 or similar
Out of range data and errors shall be clearly and unambiguously
marked and be distinguishable from valid data. The error mark is
an impossible value, which cannot be generated by valid
measurements.
viii. recording resolution 0.001 m or better
8. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 5
ix. memory type non volatile memory or volatile memory
Volatile memory shall be protected from data loss by a
backup battery. The battery capacity shall be sufficient to
retain memory contents more than one year after main power
disconnection (removal of the supply batteries).
x. power supply built-in standard Lithium batteries, like AA, C or D size for at least
5 years of unattended operation at a measuring interval of 6 hours
• The batteries shall be kept inside the datalogger enclosure, or in a separate enclosure. The
latter shall be enclosed in the well above the maximum water level close to the wellhead.
• Battery replacement shall be easy; return of the instrument to the manufacturer for battery
replacement is unacceptable.
xi. communication interface serial RS232 C at DRS / PC end
The communication between DWLR and DRS and PC shall be suitable for the cable lengths
involved.
xii. baud rate 9600 or more
xiii. operating temperature 0 to 50°C.
The operating temperature range specification applies to all components of the DWLR, like:
sensor, cable, data logger, batteries, etc.
xiv. built in clock time keeping better than 1 minute per month
xv. displayed time resolution 1 second
xvi. over-voltage protection on all i/o lines, regardless mode of connection during deployment
Built-in over-voltage protection is required on the electronics unit, in particular on all external
connections, e.g. sensor supply and signal (also on optional sensors), external power supply and
data communication interface.
2.3 ENCLOSURE FOR PRESSURE SENSOR AND DATA LOGGER
• The sensor electronics, data logger, electronics, batteries and all other electrical components shall
be contained in one or more protective enclosures.
• All materials and combinations thereof shall be corrosion proof.
• The pressure sensor and data logger shall be contained in a single enclosure which will be submerged.
in the piezometer well.
The enclosures shall comply with the following specifications.
i. dimensions outer diameter should be less than 70 mm, length <0.6 m
ii. material stainless steel (AISI 316) or equivalent
iii. weight sufficient to keep suspension cable taut, 2 kg or more
iv. operating temperature 0 to 50°C
v. ingress protection enclosure and cable assembly shall have IP68 protection to
a minimum of 100 m water column or 2 times the rated measuring
range, whichever is larger.
9. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 6
vi. above-water parts The above-water parts shall have IP65 protection, and operating
conditions are 0 to 50°C and humidity 100% or less
2.4 CABLE
The design of the support for the water level recorder depends on the site-specific conditions. The engineer
in charge shall provide details on support and housing in collaboration with the bidder. The cable is
preferably of a detachable type for increased operational flexibility.
The cable shall have the following features:
i. strength members for good longitudinal stability of the cable;
ii. incorporated vent tube for barometric air-pressure compensation of the vented gauge pressure
sensor;
iii. a moisture blocking system based on a hydrophobic filter and desiccator, to prevent condensation
of water in the vent tube and in the sensor. The desiccant capacity shall be sufficient for 6 months
of unattended operation. The desiccant shall be field replaceable;
iv. the desiccant capacity should be adequate for at least 6 months of unattended operation under
worst case environmental conditions. For each instrument, two desiccant replacements should be
part of the delivery;
v. good flexibility;
vi. cable screen, to be connected to the datalogger ground terminal to minimise electrical interference;
vii. a cable suspension bracket allowing the DWLR to be adjusted to the required depth in the well in a
stable and reproducible manner.
Quantitative specifications
i. conductor size minimum 26 AWG 19/38 tinned copper wires with insulation like
nylon or PTFE (Teflon), insulation thickness minimum 0.5 mm.
ii. vent tube Nylon, PTFE or equivalent, inner diameter approx. 1.5 mm,
thickness minimum 0.4 mm
iii. strength members stainless steel, Kevlar or equivalent to keep the sensor at the
correct
depth in the well
iv. temperature coefficient <15 x 10-6
/ºC (longitudinal)
v. cable screen braid of 36 AWG tinned copper or similar effective material.
vi. outer jacket Surlyn or PTFE (Teflon), Polyurethene
vii. jacket thickness 1 mm or more
viii. cable size outer diameter 7 to 12 mm
ix. cable length to be specified in m as per Schedule of Requirements
2.5 Data retrieval system
• The Data Retrieval System (DRS) for communication with the DWLR shall be portable, handy and
lightweight.
10. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 7
• The delivery shall include cables for connecting the DRS to the DWLR and to a serial port of a PC.
• The DRS shall communicate by a serial protocol.
• For some DWLR implementations, the interface adapters, e.g. for IrDA and RS485, are needed to
communicate with DRS and/or PC. These adapters, including manuals, software, cables and all
other required accessories shall accompany each DRS, both for communication between DWLR
and DRS between DWLR and PC.
• If required for use with the DRS and/or PC, e.g. to cope with long cable lengths, suitable adapters
shall be part of the delivery.
• The DRS shall support the communication protocol as specified under Data logger, item
Communications.
• The data exchange between DWLR and DRS as well as between DRS and PC shall be protected
by similar error-free protocols.
The DRS shall have the following features:
Palmtop computer
i. data handling capable of programming, controlling, downloading and monitoring
the DWLR
ii. capacity sufficient to offload all data of 10 entirely filled DWLR recorders
iii. ports at least one serial RS232 port to connect a DWLR or a PC
iv. baud rate 9600 or more, matching DWLR
v. entry and display keyboard and LCD screen for efficient control of the DWLR
vi. readability the display shall be easily readable under field conditions
vii. software functions DWLR control functions, display of historical data, battery voltage,
present water level reading and instrument time
viii. operating system capable of running MS-Windows CE (preferably), MS-Windows 95
or MS-DOS operating system with matching software for instrument
control and tabular and graphical presentation of time series of
collected data on the LCD screen
ix. power supply operative with standard Alkaline batteries, easily available in India,
or rechargeable battery pack
x. power autonomy at least 12 hours continuous operation on a single battery charge
xi. supply backup all volatile data have to be protected by a back-up battery of
sufficient capacity to retain all data for at least one year of failure of
main batteries
xii. weight less than 0.5 kg
xiii. operating temperature 0 to 50°C
xiv. humidity 95%
xv. robustness the Palmtop PC should be capable to survive a few drops on stone.
11. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 8
2.6 PC SOFTWARE
• PC software shall be part of the delivery and is to be used in the office, e.g. on a desktop PC.
• The PC software shall efficiently and reliably transfer the collected data from the DRS to a PC
environment.
• The PC software shall support functions for conversion of the collected data into ASCII (text) tables.
• The data tables shall have the following format: dd/mm/yyyy hh:mm:ss lll.lll. Level (lll.lll) shall be
presented with 0.001 m resolution. If measured, temperature shall be appended in the 4th
column,
with a resolution of 0.1°C.
• The PC software shall support exporting of the tabular data to other software packages, e.g. for
analysis and presentation by a spreadsheet and for storage in a database
• The PC software shall support the same and more tabular and graphical presentation functions as
specified under Palmtop software.
2.7 PALMTOP SOFTWARE
• The Palmtop software shall support functions for conversion of the collected data into ASCII (text)
tables, and for efficient visualisation of the time series in tabular and graphical form.
• Graphical axes shall be generated automatically and be manually adjustable. Units along the axes
shall not be awkward but intuitive and easily understandable.
• All axes shall have sufficient graduation.
• The labels along the time axis shall be in sensible time intervals, i.e. hh:mm for relatively short
periods and dates, e.g.: DD/MM/YYYY, for long periods. The same applies for the level axis.
• The unit-labels shall not cover each other.
• To enhance readability, adequate gridlines, both along time and level axes, shall be generated
automatically by the graphics functions, approximately 5 gridlines per axis.
• The gridlines should also be user adjustable.
• The user interface shall support efficient functions to select and visualise subsets of the time series,
e.g. a single day or several days somewhere out of many weeks of data.
• Efficient window functions shall be available to visualise the data in the required resolution, i.e. the
level scale shall be user adjustable.
• Software that can only display sample counts or total duration or does not support axis and grid
adjustment is not acceptable.
• Note that in particular the graphics capabilities are a major reason to apply a palmtop computer as
DRS.
2.8 ACCESSORIES
• tools
• spares
• signal, power and communication cables as required for all normal user operations
• 230 VAC, 47 to 53 Hz, charger for NiCd, NiMH or Li-ion battery pack
2.9 CONSUMABLES
• batteries for DWLR and DRS
• desiccator for the hydrophobic filter and the electronics
• replacement hydrophobic filters
12. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 9
APPENDIX I: SPECIFICATIONS AND REQUIREMENT FORM
RELATED TO BID ON DELIVERY OF DWLR;
REF BID NO.:...............................
Summary of Instructions
Particulars of Manufacturer and local agent cum representative are to be given under rows Model and
Address.
All entry boxes in column 4 shall be filled-in accurately and comprehensively. Quantitative fields shall be
filled in accurately. It is not acceptable to use Yes, No, Compliant or similar evading words. In bids for
Surface Water application, the fields marked GW do not have to be filled in and for Groundwater
application the fields marked SW may be neglected. Requested materials and information shall be
enclosed with the bid and be unambiguously associated with instruments as offered in the bid
Negligence to comply with the instructions and requirements as stated above makes the bid liable to be
rejected.
Abbreviations: GW-Groundwater; SW-Surface Water; OD-Outer Diameter; ID-Inner Diameter; FS-Full
Scale; Pa-Pascal (unit of pressure).
DWLR-Digital Water Level Recorder; DRS-Data Retrieval System; HHT-Hand Held Terminal.
Sample interval is the interval at which samples or sensor readings are taken. The recording interval
defines the interval at which the data records are stored in memory. A data record can represent a single
sample or the average of a number of samples. In particular the result of the wave suppression filter is a
single record representing the average value of a number of samples.
Entries requiring special attention:
4.4 The longitudinal properties of the suspension cable affect the accuracy directly. Specify all
factors affecting the longitudinal properties of the suspension cable: e.g. length creep due to
sensor and cable weight (submerged), longitudinal temperature coefficient, uncoiling after
installation, expansion/contraction of jack due to temperature and aging, etc.
4.10 How is moisture prevented to enter into the vent tube?
In entries 7.0 .. 10.0 the bidder’s experience with the offered equipment should be clearly reflected. The
proposed maintenance interval and the recommended spares as offered in the bid shall be based on
instrument deployment history. The training proposal shall be based on experience in similar cases.
Moreover, it shall consider the educational level and specialisation of the trainees.
Model DWLR Model Pressure sensor make
and model
DRS make and model
Address DWLR Manufacturer
Name
Place
Tel:
Fax:
E-mail:
WWWeb:
Local Agent for DWLR
Manufacturer:
Name
Place
Tel:
Fax:
E-mail:
WWWeb:
13. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 10
Sl.No Feature As required in Bidding
Document
As offered in Bid REMARKS
1 2 3 4 5
0.0 General Information
0.1 Number produced of
offered model
First year that more than
25 units were sold in a
single year
>50
year
0.2 Brochure of DWLR 1 unit
0.3 Photo of DWLR, A4 size 1 unit
0.4 Brochure of DRS 1 unit
0.5 Photo of DRS 1 unit
0.6 Demo software on 3.5”
diskette/CD
# Diskettes; # CD's
1.0 Pressure Measurement
1.1 Pressure sensor
manufacturer
Sensor type/model
Class
Vented gauge pressure
sensor
Manufacturer
Type/model
1.2 Measuring range Water level variation: e.g. 0
to 20 m
(as per Schedule of
requirements)
1.3 Overall accuracy (incl.
datalogger)
0.1 % FS, i.e. 20 mm for 20
m. range
1.4 Temperature coefficient
(on water level reading at
50 m suspension cable)
<0.01% FS/ºC
1.5 Long-term stability (incl.
Datalogger)
0.1 %/year, i.e. 0.02 m @
20 m range
1.6 Reproducibility 0.05 % FS
1.7 Overload pressure 2 time FS, without effect on
accuracy
1.8 Burst pressure > 3 times FS
1.9 Overvoltage/surge
protection
On all I/O wires
1.10 Protection against water
ingress
IP68 100 m water column or
2 x FS whichever greater
1.11 Size Maximum O.D.: 75 mm
1.12 Weight Adequate to keep the cable
taut: >2 kg
1.13 Enclosure material Stainless steel, titanium,
hastelloy
1.14 Membrane material Stainless steel, titanium,
silicon
1.15 Cable entry Moulded, gland, connector Specify
2.0 Datalogger
2.1 ADC (digitising) resolution 12-bit A/D or better
2.2 Measuring/recording
interval
A record comprises level
data and all other
parameters to recover ID,
date and time.
GW: 30 minutes and
multiples, max 24 hrs,
including 6 hours
SW: 15 minutes and
multiples, max 24 hrs; 10
minutes for tidal areas
2.3 Settling time upon
installation
<60 minutes
2.4 Date presentation DD/MM/YYYY with leading
zero's
2.5 Time presentation hh:mm:ss (00 to 23; 00 to
59; 00 to 59)
14. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 11
Sl.No Feature As required in Bidding
Document
As offered in Bid REMARKS
1 2 3 4 5
2.6 Recording capacity GW: >10,000 records
SW: >20,000 records
2.7 Error marking number, -9999 or similar
2.8 Recording resolution 0.001 m or better
2.9 Memory type Solid State: EEPROM,
SRAM or NVRAM
2.10 Power supply, battery type
Autonomy
GW: Lithium battery (e.g. C
or D size)
>5 Year @ 1 record / 6
hours
SW: Alkaline battery (e.g. C
or D size)
>1 Year @ 1 record / hour
Type
Size
Nominal voltage:
Autonomy in months
2.11 Communication interface Serial, RS232 C at DRS and
PC end
2.12 Baud rate 9600 or more
2.13 Operating temperature
range
0 to 50
o
C
2.14 Clock stability 1 minute per month or better
2.15 Displayed time resolution 1 second
2.16 Built-in overvoltage and
surge (ESD) protection
On all I/O contacts and I/O
wires
2.17 Data offload power use How many full data offloads
can be executed during
specified battery life (re
1.10)
Number
2.18 Attached display (optional) LCD, to show level reading Description
2.19 SW wave suppression filter
Based on averaging over
specific number of fast
samples
SW: only; filter adjustment
range
Sample interval: 1 - 10 s
Number to average: 1 - 120
samples
3.0 Electronics Enclosure
3.1 O.D. and Length (mm) 70 mm maximum and 600
mm maximum
3.2 Material Stainless steel (AISI 316),
(Delrin), FRP
3.3 Weight submerged section
Weight above surface
section
Enough to keep cable taut
(>2, <4 kg)
<4 kg
3.4 Operating temperature 0 to 50°C
3.5 Ingress protection of
enclosure(s), connector(s)
and cable incl. gland(s)
All submerged parts: IP68
100 m water column or 2 x
FS whichever greater
Above water parts: IP65
3.6 Protection above water
enclosure
Temperature range
Humidity
IP 65
0 to 50°C
100 % maximum
4.0 Cable
4.1 Conductor size
Insulation
26 AWG minimum
0.5 mm nylon or PTFE
minimum
4.2 Vent tube Air-pressure compensation
tube of approx.
1 to 2 mm I.D.
4.3 Strength members Kevlar, stainless steel or
equivalent
4.4 Longitudinal temperature
coefficient
< 15 x 10
-6
m/m/ºC
4.5 Cable screen Braid of 36 AWG tinned
copper or equivalent
4.6 Outer jacket PTFE, Surlyn, Polyurethene
15. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 12
Sl.No Feature As required in Bidding
Document
As offered in Bid REMARKS
1 2 3 4 5
4.7 Jacket thickness 1 mm or more
4.8 Cable outer diameter 7 to 12 mm
4.9 Cable length Length in m
(as per Schedule of
requirements)
4.10 Moisture ingress
prevention method
Hydrophobic filter and silica
gel desiccator
Details:
4.11 Water lock at cable access
into submerged instrument
Water invaded into the
electrical cable should be
blocked from ingress into
any submerged
compartment
Explain:
4.12 Cable sample Cable sample (>0.3 m),
encl. with bid
5.0 Data Retrieval System
(DRS)
5.1 Data handling Programming, controlling,
downloading and monitoring
of the DWLR
Details
5.2 DRS capacity to offload
data
All data of 10 entirely filled
DWLRs
5.3 Ports Serial, RS232 compliant
5.4 Baud rate 9600 or more, matching
DWLR
5.5 i. Entry
ii. Display
Alpha-numerical Key Board/
Key Pad
LCD
Details
5.6 Readability Good readability in all field
conditions
5.7 Software functions i. Capable of DWLR
programming (y/n)
ii. Resetting the DWLR
(y/n)
iii. Retrieving data from
DWLR (y/n)
iv. Graphical display of time
series (y/n)
v. Display of DWLR level
reading (y/n)
vi. Display of DWLR battery
voltage (y/n)
vii. Display of DWLR time
(y/n)
viii. Transferring data to PC
(y/n)
Details
5.8 Operating system MS Windows CE or MS-
DOS
5.9 Power supply for DRS Rechargeable battery and
standard Alkaline
5.10 Power autonomy >12 hours continuous
operation on single battery
charge
5.11 Backup battery for DRS Autonomy without main
battery: >1 year
5.12 Weight <0.5 kg
5.13 Operating temperature. of
DRS
0 to 50°C
5.14 Operating humidity range Up to 95 %
5.15 Robustness Survives several drops on
stone without damage
6.0 PC utility software
6.1 Utility software on PC MS-Windows (CE/95/98),
(MS-DOS optional)
OS versions
supported:
6.2 Communication with DRS By serial connection;
RS232C
16. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 13
Sl.No Feature As required in Bidding
Document
As offered in Bid REMARKS
1 2 3 4 5
6.3 Logger control Control of all logger
functions and settings
6.4 Logger monitoring Display of logger activity
and functioning
6.5 Data management Offload of collected data,
memory erasure
6.6 Conversion of offloaded
logger data
Output file types: ASCII,
CSV, others
Details
6.7 Time series graph Graph of selected period,
with adjustable scale and
auto-scale
7.0 DWLR spares
To cover 4 years of
operation
7.1 Pressure sensor
7.2 Datalogger module
(possibly pressure sensor
and datalogger are
encompassed in a single
enclosure)
7.3 Signal cable(s)
types and lengths
7.4 Top termination unit and/or
connector
(possibly containing air-
inlet, batteries, data
connection)
7.5 Batteries
7.6 Field calibration instrument
based on application of
compressed air-pressure
to DWLR sensor and a
highly accurate pressure
sensor
Pressure range:
Sensor accuracy:
Transportable and running
on internal or external
battery:
Hand pump and flask with
compressed air:
Precise pressure regulator:
Sensor adapter and tubing:
7.7 Guaranteed availability of
sufficient spares in India
No. of years:
8.0 Data Retrieval System
spares
To cover 4 years of use
8.1 DRS module
8.2 Connection cables
8.3 Memory modules
8.4 Batteries
8.5 Battery charger
9.0 Maintenance
9.1 Zero adjustment
9.2 Scale and zero calibration,
required to maintain rated
accuracy
9.3 Battery check
9.4 Maximum response time
by service provider on
service request
9.5 Maximum
repair/replacement
turn-around time
10.0 Training requirements in
man days
10.1 Field operator
17. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 14
Sl.No Feature As required in Bidding
Document
As offered in Bid REMARKS
1 2 3 4 5
10.2 Data collector
10.3 Supervision staff
10.4 Trouble shooting staff
11.0 Any special features 1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
18. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 15
APPENDIX II: SUPPLIER TO FURNISH THE FOLLOWING
INFORMATION
1. What are make, type and model of the Digital Water Level Recorder?
2. What are make, type and model of the pressure sensor?
3. What are make, type and model of the Data Retrieval System?
4. What is your (comprehensive) definition of accuracy as stated in the brochure and filled in on the
form at entry 2.4?
5. What is the recommended re-calibration interval to achieve and maintain the rated accuracy?
6. How do span and zero drift vary with time and mode of application?
7. What is the method of moisture control on the air-vent system: hydrophobic filter, desiccator?
8. What method of over-voltage protection is being used and to which I/O lines does it?
9. Is the sensor submitted to any type of enforced ageing, if so please specify?
10. Provide a comprehensive Method Statement on the applied calibration and in-factory test
procedures, both technically and procedural. The Statement should reveal at what temperatures
calibration measurements are taken and how long the instrument is allowed to settle at each new
temperature. An example audit trail to national standards on all instruments and facilities used
for testing and calibration is requested.
11. Outline Quality control procedures that are implemented during and after production.
12. A set of typical calibration and test forms used for the instrument. The calibration form should
express overall calibration, i.e. calibration of the complete Digital Water Level Recorder,
including the pressure sensor.
13. CSV type ASCII data files is requested giving typical calibration and test data, e.g. for scale, zero
stability, scale stability and temperature effects on these parameters. An example of typical time
series in a PC-file is requested as well.
14. If the cable gets punctured, will water then reach the electronics: clarify.
15. Specify longitudinal cable properties: length creep due to datalogger weight; longitudinal
temperature coefficient; uncoiling after installation
16. What material is being used for the grip and suspension cable?
17. Is hardware span and/or zero adjustment required in the field during normal operation or during
service visits?
18. What schedule of re-calibration is to be applied for the sensor and is this to be done by the
Manufacturer or is it done by the service provider in India?
19. Can the battery be replaced by the user or by the service provider or do they have to be returned
to the Manufacturer?
20. Is hardware span and/or zero adjustment required after replacement of electronics or sensor,
and can/should this be done in the field or in the office?
21. Documents. Please attach each of the following documents:
• System Manual (giving a comprehensive description of the entire system, covering all
components)
• Service and Maintenance Manual
• Operator’s Manual, and
• Training handouts.
22. Details of the local representative in India, with special reference to:
• training facilities/capabilities.
• after sales and maintenance facilities.
• availability of spare parts.
19. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 1
PART II: ACCEPTANCE PROTOCOL
1 GENERAL
The delivery of bid goods/equipment and software should be in accordance with the order placed with
the Supplier. To formalise the process of delivery an Acceptance Protocol is prescribed.
The Acceptance Protocol shall serve as a formal guidance during delivery of the DWLRs. Its primary
goals are twofold.
1. Ascertain the delivery and completeness of all ordered products and related documents.
2. Check the functioning of the equipment and software in a formal way against the specifications by
application of Acceptance Tests. The tests also verify the accuracy and stability of the equipment.
The Acceptance Protocol shall be executed in close co-operation between the Supplier and the Client.
Products shall be accepted only if they meet the requirements and are functioning in compliance with
the technical specifications, and the related documents are complete and correct. Defective products
and any other discrepancies shall have to be replaced/resolved, within a pre-defined time frame.
2 DOCUMENTS
The following documents shall accompany the delivery of the instruments and software:
1. Administrative and QA documents
2. Test and calibration documents
3. Manuals and Guidelines
All documents shall have identification and references to subject or instrument, date, time, location
and officer in charge.
The Acceptance Report lays down the findings and observations during the execution of the
Acceptance Protocol and is a formal document to record the acceptance or rejection of any item as
covered in the Bid document. Any flaws or findings are to be reported. The forms and checklists filled
out during the execution of the Acceptance Protocol are to be enclosed with the Acceptance Report.
The Supplier receives a signed copy of the Acceptance Report, which the Supplier can use as proof
that the items listed in the report were accepted.
The content of the various documents shall be as follows:
2.1 ADMINISTRATIVE AND QA DOCUMENTS
These Quality Assurance (QA) documents shall include:
• Production documents associated with the instruments.
• Type codes, serial numbers and other identification data on, possibly externally procured,
sensors and major assemblies, to clearly demarcate the sensors/major assemblies associated
with each DWLR.
20. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 2
• Shipping documents indicating instrument/product type, serial number, measuring range, cable
length and other similar data.
2.2 Test and calibration documents
A comprehensive Method Statement on the applied calibration and in-factory test procedures shall
accompany the bid document. The Method Statement defines the test and calibration methods
applied on the instruments and the components thereof. The Method Statement shall also include, for
each calibrated product, an audit trail to national standards on all instruments and facilities used for
testing and calibration. The Audit Trail Report shall associate the calibration of the reference
instruments and test equipment to the national calibration standards.
If the Supplier or Manufacturer is not in a position to deliver an Audit Trail Report to the national
standards, the Manufacturer shall explain what the quality standards are and how they are maintained
and monitored.
Conditions during calibration, such as room and/or instrument temperature, equipment and facilities
used, shall be included in the calibration and test documents.
The test and calibration documents shall contain the data generated during calibration and testing,
including:
• Calibration data supplied by the Manufacturer of pressure sensor,
• Calibration and test data of the datalogger electronics,
• Calibration data on overall DWLR calibration, i.e. comprising both pressure sensor and
electronics. A table listing applied reference pressures versus instrument readings is to be
delivered for each sensor and instrument. Furthermore, that table shall also show the test
conditions during calibration,
• Data on hysteresis test,
• Data on temperature tests,
• Data on zero stability test,
• Data on scale stability test,
• Humidity test, in particular for vented gauge pressure sensors,
• Temperature cycling of sensor and electronics,
• Spray test on enclosure(s), connectors and cables.
2.3 MANUALS AND GUIDELINES
The manuals shall meet the requirements on style and clarity, completeness, preciseness, detail and
accessibility. This includes:
• System manual,
• Operation, Maintenance and Service manuals,
• Observation guideline, and
• Training handouts.
21. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 3
3 ACCEPTANCE TESTS
3.1 General
Qualified engineers under responsibility of a test manager shall execute the Acceptance Tests. The
progress of the Acceptance Tests is monitored and supervised by the Client and/or his authorised
representative. The Client may have any tests redone or additional tests executed as he deems
required based on the results of previous tests conducted. The Client’s test party has the right of
access to any instrument and may request any data or information at any time. The Supplier has the
obligation to deliver requested information without delay; i.e. collected test data and documents must
be available at the test site.
It is important that all activities (what, when, where, who, which instrument, etc.) are annotated and
uniquely linked to the individual instruments.
The Acceptance Tests mainly comprise three levels viz.:
1 Functional Tests
The Functional Tests shall verify the proper functioning of the instruments and the associated
software. Primary goal is to verify that the instrument performs its functions according to the bid
specifications.
2 Accuracy Tests
The Accuracy Tests shall verify that each individual instrument is functional and operates
according to the bid specifications. A number of relatively simple accuracy tests are routinely
exercised on the instruments.
3 Overall Test
The main purpose of the Overall Test is to verify the common features that are identical to all the
instruments in a series. Typical components of the Overall Test are: in-built software functions,
materials of the instrument, cables, connectors, etc. Further tests include battery and memory
autonomy, details of sensor specifications like temperature effects, hysteresis, long term stability
etc.
The above tests can be executed at any one of the following locations:
• Premises of the Manufacturer/Supplier;
• Premises of the Client;
• Independent organisation.
The charges for testing at the Manufacturer’s/Supplier’s premises shall be borne by the
Manufacturer/Supplier. The Client may at his cost be present during the performances of the tests. If
the tests are executed at the Client’s premises, the charge for testing shall be borne by the Client and
the Supplier shall be responsible for conducting the tests. The bidder in his bid shall indicate the
independent organisation and the charges for testing. The Client reserves the right to accept the
independent organisation and its charges or get the tests done by any other agencies. However, the
Supplier shall be permitted the opportunity to be present at these tests.
The details of these tests are as follows.
22. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 4
3.2 FUNCTIONAL TESTS
The Functional Tests include:
• visual inspection, and
• user tests.
3.2.1 VISUAL INSPECTION
Visual inspection includes the following activities.
• All items are visually checked for damage, e.g. on cables, sensor and housing.
• Availability of non-removable identification codes and specifications are verified, e.g. serial
number, type identification, manufacturer and measuring range.
• Cables have to be marked as well: each cable is to have an identification code and name.
• Cable connectors shall have their ends marked suitably to indicate the device to which it is to be
connected, e.g. PC, HHT, Power Supply etc. Suitable precaution shall be taken so that the
connectors are not connected to wrong terminals, i.e. it shall be impossible to connect a power
cable to a communication bulkhead socket.
3.2.2 USER TESTS
All instruments have to be identical except for measuring range, cable length, identification code and
similar aspects. Consequently there is no need to check the functionality of all systems. It is assumed
that the functional compliance with the specifications is tested under the Overall Tests. The objective
of the user test is to detect any malfunction and/or defect. From practical point of view, the user tests
can be coupled with other test, e.g. the stability tests.
Basic functions to be tested are:
• Pre-deployment preparation, e.g. setting of clock, erasing of memory, setting data logging
parameters, entry of identification data
• Facilities for execution of on-site functional checks
• Data retrieval and data transfer to PC
• Conversion of retrieved data into ASCII table for application by user’s software
• Battery status and voltage
• Simple output test by observing pressure reading while the sensor is immersed in a bucket filled
with water
3.3 ACCURACY TESTS
The Accuracy tests include:
• accuracy tests on clock, and
• accuracy tests on pressure measurement
23. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 5
3.3.1 ACCURACY TESTS ON CLOCK
The clock of the datalogger shall be carefully checked against national time, e.g. taking the radio
broadcast time beeps as a reference. The datalogger clock is set precisely and checked at the start of
the individual tests and upon instrument and/or data retrieval. In between, the clock should not be re-
adjusted.
The clock test shall cover at least 3 days to get sufficient time resolution. The reference clock, e.g. a
watch, must be carefully tuned against national time prior to and during the tests. The clock drift,
converted to seconds per month (31 days) shall comply with the defined specifications. This test
method makes use of the specified time resolution of 1 s.
3.3.2 ACCURACY TESTS ON PRESSURE MEASUREMENT
The accuracy test on the pressure sensor is an overall accuracy test covering both the pressure and
electronics systems. The pressure tests are to be executed against accurately known reference
pressure(s). Pressure can be generated from compressed air (gas) or by submerging the sensor to
known depths in water.
Reference pressure may be created via a precision pressure reduction valve from a source of
compressed air. A high precision sensor like a Paroscientific DigiQuartz pressure sensor or a Dead
Weight Tester can be implemented to quantify the applied pressure. Pressure should be measured in
kPa (or mbar).
When applying the immersion method it is much more difficult to check the instruments because water
density affects the reading. Moreover, it is not simple to establish the exact depth of sensor
immersion. And especially in narrow wells, while immersing a pressure sensor on its cable into a well,
the waterlevel will rise due to the additional volume of the immersed pressure sensor and cable. The
water level will gradually fall again, when the well level adjusts again to equilibrium with the ground
water level. In order to achieve a high accuracy these effects have to be assessed.
During the tests, temperature and barometric air-pressure should be accurately logged against time,
preferably by automatic instruments or otherwise by half hourly manual reading, i.e. 48 times a day. In
particular for the zero stability tests, logging by digital instruments makes subsequent computerised
data processing more effective. Data retrieved from chart records and manual readings must be
keyed into a computer file during the tests. The data entry shall not be delayed beyond execution of
the stability tests to ascertain a proper check during the tests and to allow for quick verification of the
results and feedback, if required.
The pressure sensor tests include:
1 Zero stability test
2 Scale test
3 Scale stability test
The pressure sensor tests shall focus on temperature effects on zero, scale and cable length, and in
addition to that establish quantitative data on drift of zero, scale and creep of cable length.
Zero stability test
During the zero-test the instruments are in logging mode, say at an interval of 30 minutes, and shall
be kept in a separate room where they will not be touched for at least 3 days. The instruments must
24. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 6
be dry, i.e. not in a bucket of water, to exclude any water effect on the sensor, and hence, the
instrument reading is expected to be 0.0.
Under this test, each instrument will record its short term zero drift and inherently the effectiveness of
the air-pressure compensation method. During the zero-test, the instruments shall be in the same and
constant position, vertical or horizontal. The room temperature shall vary over 5 ºC or more, e.g. due
to daily temperature fluctuation, this to assess temperature effects on the instrument reading. This
requirement may affect the choice of venue for the zero-tests. To avoid any adverse temperature
strain, no direct sunlight shall fall on the instruments. At the end of the test, the collected data are
offloaded from the datalogger memory and analysed for zero stability. As the instruments are kept in
air and are not touched, the reading shall be stable and not change over time, that is not beyond
permissible limits.
Room temperature is to be logged against time, preferably by digital method. In case the DWLR has a
built-in temperature sensor, that sensor may be used for temperature logging. The pressure sensors
shall not be tested in an air-conditioned room for several reasons. First, temperature fluctuations may
be so rapid that the sensor temperature compensation scheme may not be able to cope with it.
Moreover, rapid air-pressure fluctuations may not be handled properly by the air-vent system and/or
the pressure measurement method. This is to be understood from the perspective that the
instruments are designed to operate in wells where changes occur but not rapidly. One or more fans
may be operated continuously to minimise temperature gradient across the test room.
To test the creep and elongation of the electrical cum suspension cable some vertical open space is
required, e.g. a stairwell can be used for this purpose. However, it is important that the cable is
protected against touch to avoid interference with the measurements. The cable is loaded with some
weight to emulate the weight of cable and sensor. The length of cable under tests shall be as long as
possible, i.e. 10 m or more, to get the best accuracy of the tests. The lowest point is suspended to
about 0.15 m above the floor. The gap between lowest point and floor is monitored against time.
Initially readings are taken every 30 minutes for 12 hours, subsequently the reading interval may be
increased to 6 hours. The cable test shall be executed during 7 days. Resolution of measurement
should be 1 mm or better. The result is to be presented in mm length change per meter suspended
cable length. Only one cable is to be tested.
Scale test
A precisely known pressure is applied on the instrument and the instrument reading is taken. The
instrument reading is converted into level or pressure whatever is applicable. The calculated value is
compared with the applied value; the difference is regarded as the FS error. In case the specifications
of the applied pressure sensor may give reason to doubt the instrument’s linearity, then a midscale
test is to be executed as well.
Scale stability test
Scale stability is tested by subjecting the instrument to the full-scale pressure for at least 24 hours.
During the test, the applied pressure/level is to be accurately monitored by taking reference readings
either by a reference logger of high accuracy or by manual readings. The accuracy and resolution of
the reference measurement must be 1 mm water column or 0.01 kPa (0.1 mbar).
3.4 OVERALL TEST
Part of the Overall Test is also covered under the Functional Tests and Accuracy Tests. The Overall
Test comprises tests on:
25. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 7
• autonomy
• fitness for environment
• functionality
• calibration
• stability
• reproducibility, and
• main power failure
Details of the various tests are as follows.
3.4.1 Autonomy
Two autonomy tests shall be conducted:
• battery capacity versus the power consumption per measurement, and
• memory capacity
Battery autonomy test
To execute the test, the instrument is set to a fast data collection interval and the capacity, i.e. the
number of samples, is established by a continuous process of data collection until the batteries are
depleted. The test shall be executed on new batteries. In this context, the batteries are deemed
depleted when the instrument stops functioning because the battery voltage watch-dog function
detects a too low battery voltage or the normal operation of the instrument stops.
Memory capacity verification
The memory is filled at the highest data-recording rate and the volume of collected data are verified
against the bid specification. This test could be combined with the battery autonomy test and the
samples are taken at a high rate to minimise the test duration.
3.4.2 FITNESS FOR ENVIRONMENT
Connectors, cable glands, cables and housing must be suitable for the environment of operation, be it
submersed, in a well or above the ground. Water ingress can be assessed by visual inspection and /
or by insulation measurement. Visual inspection may only reveal ingress of a significant amount of
water. The insulation measurement is more sensitive, especially for cables, connectors and
encapsulated electronics, but requires specialised equipment.
• The above-surface components have to be compatible with IP65 standard and shall be tested
accordingly by exposing them to a heavy shower for 3 minutes. Subsequently the ingress of
water is assessed by opening of the instrument and connectors.
• The submersible components must comply with IP68 standards. To verify this, the instrument
shall be suspended in a well for at least one week, to a maximum depth, without affecting the
calibration of the pressure sensor and not exceeding 2 times the rated measuring range.
Although most pressure sensors can withstand considerably more than 2 times the rated
measuring range, there is no need to exceed this. Prior to this test, the zero and scale of the
sensor have to be established and verified again upon recovery.
26. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 8
3.4.3 FUNCTIONALITY
• Functionality has to be verified for all requirements for operation of the DWLR and DRS with
reference to the bid specifications and the instrument specifications as given by the
Manufacturer. Missing functionality shall be reported.
• All (software) functions as stated in the instrument manual(s) and the instrument specifications
are tested for correct functioning. Any detected flaws are reported which shall be
repaired/rectified by the Manufacturer/Supplier within seven days.
3.4.4 CALIBRATION
The instrument calibration is checked for compliance with the bid specifications. In particular
accuracy, stability, linearity, hysteresis and reproducibility are verified.
The scale or sensitivity of the complete instrument, including sensor and electronics, is to be checked
for at least 11 pressures, equally distributed over the full measuring range. Furthermore, the
calibration data as delivered with the instrument are verified for accuracy and consistency with data
obtained from the calibration tests. The calibration may be executed by application of accurately
known air-pressure or by immersion in a well. The temperature effects on the calibration should also
be verified at low, mid and maximum range temperatures.
Note: Prior to execution of immersion tests, the effective position of the sensor membrane relative to
the sensor housing is to be assessed and measured, e.g. by execution of a bucket experiment. In this
experiment, the sensor is partly immersed in a water filled bucket to a depth where the related reading
has changed by several centimetres, relative to the ‘in-air’ reading. During the test, the position of the
water surface on the sensor’s body shall be observed and marked accordingly. The ‘effective-sensor-
zero’ lies below the water surface during the test. The position of the effective-sensor-zero is below
the above mentioned water-surface mark by the equivalent of the sensor reading expressed in
centimetres. The effective-sensor-zero may be close to the sensor membrane but not necessarily
coincides with it.
3.4.5 STABILITY
Stability related to the DWLR is defined as a variation over time of the instrument specifications,
whereas the circumstances and pressure do not vary. Parameters to be checked are:
• zero: offset stability
• scale: full scale stability
• cable: length (extension/contraction) and creep stability
The methods to assess these stability factors are explained under the section on Accuracy Tests.
3.4.6 REPRODUCIBILITY
The sensor reading in air is annotated, subsequently the sensor is immersed to the rated measuring
depth, and a stable reading is collected. Then the sensor is recovered to the surface and again a
stable reading is taken. This process is repeated 5 times and results are duly annotated. It is
important that during the complete test the instrument is kept in the same, vertical position.
27. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 9
3.4.7 MAIN POWER FAILURE
Some instruments operate on replaceable batteries or even external power and have a built-in back-
up facility, usually based on a Lithium battery. It is quite possible that on some instruments the
external power supply or the replaceable batteries fail because of total depletion, disconnection,
defect on the cable or connector etc. In such an event, the instrument must retain its clock, its
program setting and most importantly all the collected data.
The Functional Tests are executed in conjunction with the stability test. Upon finalising these tests
and after successful retrieval of all test data the power is disconnected by removing the main power
batteries and/or disconnecting the power cable. The instrument is to be left in that state for at least 24
hours. Then the power shall be connected again and clock, program settings and recorded data are
checked for availability and correctness.
Instruments with entirely built-in factory replaceable batteries cannot be tested in this way. In such
case, the Manufacturer shall provide a technical description of the method applied to avoid loss of
clock, program and collected data.
4 TEST EXECUTION
Two test programmes are to be executed:
• All Units Test Programme
• Single Unit Test Programme
Prior to execution of the tests, a detailed test script has to be drafted and agreed upon. The test script
shall define:
• test sequence.
• the test conditions and requirements for each test.
• place of the test.
• person(s) responsible for conducting the tests.
• reporting requirements.
• handling failures and problems.
4.1 ALL UNITS TEST PROGRAMME
The All Units Test Programme aims to identify the malfunctioning instruments and those not compliant
with the bid specifications. The Functional Tests, the Clock Accuracy Test and the Zero Stability Test
must be executed on each instrument. The design of the tests shall be selective and practical and
enable execution with simple means, preferably at the Client’s premises.
4.2 SINGLE UNIT TEST PROGRAMME
A full system shall be tested, that is: pressure sensor, electronics, cable, power supply, DRS, software
and manuals. The Single Unit Test Programme is a combination of the Functional Tests, the Accuracy
Tests and the Overall Test. The Client shall randomly select an instrument for testing from the
instruments delivered. The Single Unit Test Programme can only be started after verification that all
documents related to the order/delivery, including manuals, calibration data, QA data etc., are
28. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 10
delivered to the Client. Any other unit, for which doubts arise on its compliance with the bid
specifications, shall also be tested on the client’s request.
Failing to pass the Single Unit Test Programme results in rejection of the entire delivery until the
defective units have been repaired to meet the technical specifications, and such to the satisfaction of
the Client.
5 EVALUATION OF TEST RESULTS
The test results have to be evaluated and results and conclusion shall be reported. Instruments that
do not meet the bid specifications, shall be replaced by properly functioning and satisfactorily tested
instruments.
6 POST ACCEPTANCE PERFORMANCE MONITORING
After installation and field deployment the instrument performance shall be continuously monitored by
taking manual observations, initially at a relatively high rate, e.g. every 3 hours, gradually migrating
towards the normal monitoring interval. The level comparisons are required for reference and
validation purposes. Manual observations and automatic readings shall be taken at short intervals
after each other, in practice the time difference shall be kept to less than 15 minutes. The primary
criterion though, is that the manual reading shall be taken before the water level changes more than 1
mm.
Other checks are on functioning of the internal clock, data recording and retrieval, battery discharge,
siltation of the sensor, moisture ingress and any development of corrosion.
The tape used for taking the reference readings shall be of high accuracy, considerably better than
the accuracy of the DWLR, only then the performance of the high accuracy instruments can be
monitored. However, an accuracy of 1 mm over the full measuring range is enough. Only best quality
tapes, e.g. the electric types, come close to this requirement. The tapes shall be checked for accuracy
against a precise reference, e.g. over 10 or 20 m on a single stretch. Verification by a standard ruler
will not reveal to overall accuracy of a tape. The ‘tape verification reference’ could be prepared using
high accuracy geodetic equipment. A long, straight corridor, or a quiet stretch of road, could
accommodate the length reference marks, the accuracy should be 1 mm relative to the reference
point (0.000 m).
7 INSTRUMENT HISTORY FILE
For each instrument, an individual History File shall be opened and maintained. In the History File the
full instrument history and all documents generated shall be stored. This also includes any changes,
adaptations, repairs etc. made to the instruments. The products and results of the execution of the
Acceptance Protocol shall be included in the Instrument History File.
Some document types and entries are listed below.
7.1 Instrument identification
The instrument identification uniquely defines the instrument particulars.
• Make, vendor, service provider, date of manufacturing, date of delivery
• Instrument make, model and serial number
29. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 11
• Instrument configuration
• Measuring range
• Cable type, length
• Manual version
• Instrument status: e.g. working, under calibration, under repair
7.2 FUNCTIONAL, ACCURACY AND OVER-ALL TESTS
For each of the three test categories, a separate and unambiguous record shall be maintained. The
test conditions and results shall be duly recorded. Obviously any failures or irregularities shall be
annotated accurately and comprehensively, as well as the actions taken and their results.
At least the following data shall be recorded:
• Administrative data: what, when, where, who, which instrument and configuration
• List of tests
• Specifications for each test
• Results of each test
• Failures, actions, conclusions
7.3 Piezometer well definition
The piezometer well definition is required in order to link the instrument readings to MSL and the
hydro-geological properties of the well. The piezometer identification shall have sufficient detail to link
it with the hydro-geological data recorded in the project database. The reference point on the
piezometer well, as used for the level measurements, shall be unambiguously depicted and its height
above MSL defined. The particulars of the local benchmark (name, location, and co-ordinates, height
above MSL, etc.) shall be recorded for reference purposes. Following entries are indicative and not
conclusive.
• Piezometer: District, name, location, co-ordinates, identification
• Photo
• Elevation relative to MSL
• Description of reference point particulars
• Identification of reference spot on piezometer well
• Local benchmark: district, location, identification, co-ordinates, height above MSL
7.4 DEPLOYMENT
Another part of the history file covers the deployment: installation, servicing, maintenance, data
retrieval etc. All facts shall be recorded, (what, when, where, who, which instrument and
configuration). The suspended depth of the instrument relative to the reference point shall be
annotated. Further, manual water level observations (when, who, level, reference) shall be taken
regularly and verified with the instrument records. To allow for an accurate comparison, the time and
other particulars of the manual observation shall be recorded. The manual observations shall coincide
with the programmed automatic instrument readings. This shall be regularly repeated. Photos
showing the mode of installation are very useful.
30. Reference Manual – Geo-hydrology (GW) Volume 4
Geo-hydrology March 2003 Page 12
Some of the required particulars are:
• Suspension depth relative to the reference point on the piezometer well
• Recording interval
• Photos of the deployed instrument and piezometer well
Following two shall be repeated regularly:
• Manual observations, taken concurrently with the automatic measurements
• Observer, date and time of manual reading
The following entries are associated with any changes made to the instruments. Again, the ‘what,
when, where, who, which instrument and configuration’ shall be recorded, for each event:
• Repairs: minor and major repairs and including change of silt filter or battery etc.
• Adaptations: e.g. replacement of EPROM, RTC clock speed adjustment
• Settings: these are the common operational settings such as recording interval, suspension
depth and the like.
• Calibration: most likely calibration is executed in a special workshop. Obviously calibration is a
major event and has to be recorded and documented accurately and comprehensively. This
implies also the method of calibration, reference instruments used (and including a paper trail to
national standards or other proof of calibration cum accuracy), conditions during calibration,
officers in charge etc.