This document contains details on water well and surface water station data collection formats. It describes the types of data collected for well identification and location, construction details, lithology, water quality, water levels, and pumping tests. It also outlines the data formats for surface water catchment details, station identification and location, and staff gauge details. The data is collected to monitor and analyze groundwater and surface water resources.
Hydrological data management systems within a national river flow archivehydrologywebsite1
The document describes the UK National River Flow Archive (NRFA), which collects, validates, stores, and disseminates river flow data from across the UK. It discusses the NRFA's data management systems, which integrate river flow time series data with additional datasets like rainfall, groundwater levels, and metadata on gauging stations. These systems allow the NRFA to validate, analyze, and visualize hydrological data in order to produce statistics, reports, and ensure high quality data for users in water management, research, and policy. The systems provide functionality for hydrological data that is tailored to the NRFA's specific needs beyond basic time series handling.
This document provides information on the topic of flow of liquid through a venturi meter. It begins with details of the lecture such as the instructor, subject, and date. It then reviews Bernoulli's theorem and the venturi meter discharge formula. The majority of the document consists of example problems demonstrating calculations of discharge using the venturi meter formula for different pipe diameters, pressure differences, and liquids.
Solution to first semester soil 2015 16chener Qadr
This document contains a soil mechanics exam with four questions. Question 1 involves determining properties like void ratio, dry density, and bulk density of a saturated soil sample. It also asks about changes if saturation is reduced and calculating soil requirements for an embankment. Question 2 asks to classify a soil sample using soil classification charts and determine its suitability as backfill. Question 3 involves calculating seepage flow from a canal into a ditch based on soil properties. Question 4, which is not fully summarized, involves analyzing seepage in an embankment dam.
Pompano Beach, Florida Wayfinding Design Intent-1-16-23.pdftoddaxia
The city of Pompano Beach, Florida contracted Avia Design Group to design, plan and help implement a city-wide wayfinding program to support the city's brand and to improve visitor navigation through the City and to its destinations.
The new program will help establish aesthetic features that celebrate Pompano Beach's unique sense of place and to enhance the region as a vibrant community and memorable destination.
Wayfinding guides people to and through environments combining traditional wayfinding devices with digital technologies. Our goal is to point people to destinations, elevate their place experience, enhance their sense of discovery and, just as importantly, support the brand.
Avia Design Group's approach to the development and management of successful wayfinding programs combines 3 decades of experience with current technological methods. We understand national and local compliance requirements and how to facilitate public consensus. We maintain strategic partnerships with digital developers, urban planners and fabricators. We regard wayfinding as an orchestra of accomplished musicians and instruments of which we orchestrate for harmonious results that benefit our clients.
aviadg.com
1) CFD simulations were performed to compare flow characteristics of a de Laval nozzle and simple geometry nozzle.
2) The simulations analyzed velocity and density profiles at different cross-sections along the nozzles.
3) The results showed that the de Laval nozzle provided better beam concentration and higher densities further downstream from the outlet.
This document summarizes an integrated SCADA/GIS approach for managing combined sewer systems, using Zagreb, Croatia as a case study. It discusses traditional planning/operation approaches, and an integrated GIS/SCADA system developed for Zagreb involving multiple phases from 1995-2014. Key aspects included data collection/modeling, a master plan with short/long-term measures, an RTC scheme, and water quality modeling to support moving to a "blue-green" approach.
This document describes the design of an earthen bund and associated structures for a minor irrigation project in India. It includes details on:
1. Selecting the site for the bund based on factors like water storage capacity, foundation stability, and construction material availability.
2. Surveying the reservoir area to determine capacity contours and reservoir capacity.
3. Designing the earthen bund with specifications for material used, slopes, and dimensions based on dam height.
4. Calculating water requirements for irrigation based on crop areas and duties.
5. Designing associated structures like the canal with a trapezoidal section, sluice gate size based on discharge requirements,
The document describes the AN 130 flow sensor for measuring water temperatures from 5 to 130°C. It has a fully dry dial meter without gears in the wet chamber. It uses a magnetic coupling and sapphire bearings. Versions are available for horizontal, rising, and falling installations with threaded or flange connections. The sensor provides accurate measurements, has a reed switch pulse sender, and is approved according to European measuring instruments directives. Ordering information and specifications like dimensions, flow rates, and materials are provided for different sensor sizes.
Hydrological data management systems within a national river flow archivehydrologywebsite1
The document describes the UK National River Flow Archive (NRFA), which collects, validates, stores, and disseminates river flow data from across the UK. It discusses the NRFA's data management systems, which integrate river flow time series data with additional datasets like rainfall, groundwater levels, and metadata on gauging stations. These systems allow the NRFA to validate, analyze, and visualize hydrological data in order to produce statistics, reports, and ensure high quality data for users in water management, research, and policy. The systems provide functionality for hydrological data that is tailored to the NRFA's specific needs beyond basic time series handling.
This document provides information on the topic of flow of liquid through a venturi meter. It begins with details of the lecture such as the instructor, subject, and date. It then reviews Bernoulli's theorem and the venturi meter discharge formula. The majority of the document consists of example problems demonstrating calculations of discharge using the venturi meter formula for different pipe diameters, pressure differences, and liquids.
Solution to first semester soil 2015 16chener Qadr
This document contains a soil mechanics exam with four questions. Question 1 involves determining properties like void ratio, dry density, and bulk density of a saturated soil sample. It also asks about changes if saturation is reduced and calculating soil requirements for an embankment. Question 2 asks to classify a soil sample using soil classification charts and determine its suitability as backfill. Question 3 involves calculating seepage flow from a canal into a ditch based on soil properties. Question 4, which is not fully summarized, involves analyzing seepage in an embankment dam.
Pompano Beach, Florida Wayfinding Design Intent-1-16-23.pdftoddaxia
The city of Pompano Beach, Florida contracted Avia Design Group to design, plan and help implement a city-wide wayfinding program to support the city's brand and to improve visitor navigation through the City and to its destinations.
The new program will help establish aesthetic features that celebrate Pompano Beach's unique sense of place and to enhance the region as a vibrant community and memorable destination.
Wayfinding guides people to and through environments combining traditional wayfinding devices with digital technologies. Our goal is to point people to destinations, elevate their place experience, enhance their sense of discovery and, just as importantly, support the brand.
Avia Design Group's approach to the development and management of successful wayfinding programs combines 3 decades of experience with current technological methods. We understand national and local compliance requirements and how to facilitate public consensus. We maintain strategic partnerships with digital developers, urban planners and fabricators. We regard wayfinding as an orchestra of accomplished musicians and instruments of which we orchestrate for harmonious results that benefit our clients.
aviadg.com
1) CFD simulations were performed to compare flow characteristics of a de Laval nozzle and simple geometry nozzle.
2) The simulations analyzed velocity and density profiles at different cross-sections along the nozzles.
3) The results showed that the de Laval nozzle provided better beam concentration and higher densities further downstream from the outlet.
This document summarizes an integrated SCADA/GIS approach for managing combined sewer systems, using Zagreb, Croatia as a case study. It discusses traditional planning/operation approaches, and an integrated GIS/SCADA system developed for Zagreb involving multiple phases from 1995-2014. Key aspects included data collection/modeling, a master plan with short/long-term measures, an RTC scheme, and water quality modeling to support moving to a "blue-green" approach.
This document describes the design of an earthen bund and associated structures for a minor irrigation project in India. It includes details on:
1. Selecting the site for the bund based on factors like water storage capacity, foundation stability, and construction material availability.
2. Surveying the reservoir area to determine capacity contours and reservoir capacity.
3. Designing the earthen bund with specifications for material used, slopes, and dimensions based on dam height.
4. Calculating water requirements for irrigation based on crop areas and duties.
5. Designing associated structures like the canal with a trapezoidal section, sluice gate size based on discharge requirements,
The document describes the AN 130 flow sensor for measuring water temperatures from 5 to 130°C. It has a fully dry dial meter without gears in the wet chamber. It uses a magnetic coupling and sapphire bearings. Versions are available for horizontal, rising, and falling installations with threaded or flange connections. The sensor provides accurate measurements, has a reed switch pulse sender, and is approved according to European measuring instruments directives. Ordering information and specifications like dimensions, flow rates, and materials are provided for different sensor sizes.
This document provides standard drawings for pipe laying works by Syabas, the water supply company for Selangor, Malaysia. It includes a table of contents listing typical detail drawings for various pipe materials (e.g. MS, DI, HDPE, ABS), as well as general legends, abbreviations and notes. The document is the second edition from October 2011, updated from the original 2007 version. It provides standard specifications and guidelines for contractors involved in pipe works managed by Syabas.
This document discusses drilling hydraulics and fluid flow concepts. It covers topics like energy balance, flow through nozzles, hydraulic horsepower, conservation laws, average fluid velocity equations, the law of conservation of energy, determining pressure at different points, nozzle flow, hydraulic impact force, rheological fluid models including Newtonian, Bingham plastic and power-law models, laminar and turbulent flow, critical Reynolds number, pump pressure calculations, and pressure losses in different components like drill pipe, drill collars and bit nozzles. Diagrams illustrate concepts like velocity profiles, flow patterns and fraction factors. Equations are provided for calculations.
Design Proposal for a Single and Double Span Bridge using Cost AnalysisMichael Masi, Jr. Eng.
The document describes a design proposal for single and double span bridges using cost analysis. The objectives are to design one-span and two-span bridges using pre-stressed concrete and steel alternatives, and perform a cost analysis of each option. The document outlines the design process, which includes analyzing loads, designing bridge components like girders, piers, footings, and abutments according to design standards. A cost analysis is presented comparing the single span steel bridge, single span concrete bridge, and double span steel bridge options.
This document provides well information for the New Star 102 HZ Highvale 14-32-50-4 HZ well located in Alberta, Canada. It includes details on the operator, location, total depth, casing plan, drilling details from spud date to rig release, lithology logs, and daily drilling reports from measured depths of 1760m to 2140m. The well was drilled to a total depth of 2360 meters between November 2013 and December 2013.
The document summarizes a study on improving productivity of curtain wall installation. It describes the stick system used for the curtain wall and provides details of the River Park Tower II project. The study gathered data on the stone installation process, including installation times for different stone sizes and positions, equipment used, and crew allocation. Time studies, video recording, and interviews were used to collect detailed data on the installation time and process for each stone.
The document discusses various field and laboratory testing methods for geotechnical investigations. It describes common in-situ tests like the Standard Penetration Test (SPT), Cone Penetration Test (CPT), Dynamic Cone Penetration Test (DCPT), Vane Shear Test (VST), Dilatometer Test (DMT), and Pressuremeter Test (PMT). It also discusses procedures, components, interpretations and limitations of these tests. The document then briefly covers rock testing methods like Unconfined Compression Test, Brazilian Test, Point Load Test, and Schmidt Rebound Hardness Test.
The significance of Surface Logging For The Formation Evaluation Advance Surf...Evangelos Siskos
The significance of Surface Logging For The Formation Evaluation Advance Surface Logging Technology is a Master of Science Thesis presentation for the MSc in Oil & Gas Technology program at Eastern Macedonia and thrace Institute of Technology.
This document appears to be performing calculations related to the design of shear reinforcement for a concrete beam. It defines various parameters such as material strengths, beam dimensions, shear forces, and calculates the required shear reinforcement based on the governing code (ACI or NEC). It determines the maximum shear force, required shear strength provided by concrete, remaining shear to be resisted by reinforcement, area of shear reinforcement needed, and spacing of the reinforcement. It also calculates hyperstatic shear forces and plastic moment capacities at critical sections.
1) Short holes have advantages like following irregular contacts but have disadvantages like low productivity and high costs. Long holes have high productivity but are limited to regular deposits.
2) Common mining methods include overhand stoping, breast stoping, cut-and-fill stoping, and shrinkage stoping.
3) Drilling methods include jumbo drilling, handheld drills, and long hole down-the-hole hammer drilling. Drilling parameters like depth, diameter, and speed depend on the specific method and machine used.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
Modul deskripsi inti bor dan pemetaan permukaanyuliadiyuliadi2
The document discusses methods for describing borehole core samples and mapping rock surfaces, including:
- Describing borehole core samples by recording data on recovery percentage, rock type, strength, discontinuities, and other properties.
- Classifying rock mass strength using systems like RMR, SMR, and GSI, which incorporate factors like intact rock strength, discontinuity conditions, and groundwater.
- Conducting geological mapping of rock surfaces to characterize rock types, discontinuities, and calculate parameters like RMR, GSI for rock mass classification.
The document contains details of the measured drawings for the Royal Museum Kedah project, including a list of 31 drawings with scales and references. It provides the ground floor plan showing the layout and dimensions of the rooms, doors, windows, and notes on finishes and materials. Dimensions, types and other details are provided in schedules for doors and windows.
The document contains details of the measured drawings for the Royal Museum Kedah project, including a list of 31 drawings with scales and references. It provides the ground floor plan showing the layout and dimensions of the rooms, doors, windows, and notes on finishes and materials. Dimensions, types and other details are provided in schedules for doors and windows.
Feasibility and Economic Design of Pumped Storage Hydropower StationAwais Marwat
The document summarizes a feasibility study for a proposed pumped storage hydro power station in Swat, Khyber Pakhtunkhwa. Three potential sites were identified and analyzed based on geological properties, topography, and proximity to existing infrastructure. The Daral Khwar site in Bahrain, Swat was selected for further analysis and preliminary design. Hydraulic designs were developed indicating the site could generate up to 1131 kW of power. Detailed geological studies including core sampling and seismic surveys found the rock quality at the site varies from poor to good. An economic analysis estimated the proposed plant could generate a net annual profit of around 719,000 Pakistani rupees.
This document analyzes shoreline erosion along Stony Creek using aerial images and shoreline data from 1943-2010. It includes shoreline vectors digitized from historical maps and orthophotos from 1943-1994. Transect data and graphs show shoreline change over time, with erosion generally decreasing after 1994. LIDAR imagery from 2004 and 2011 is also included to analyze more recent shoreline changes.
The document provides data from Maru-A Parts monthly inspection of fuel pipes supplied by ALBA Engineering Company. It summarizes inspection results for 30 samples across 17 inspection items for appearance, sizing, flaring, and air pressure tests. All samples passed inspection for the month of June, with no production issues reported. Dimensional measurements were within specification ranges.
This document contains technical drawings and specifications for a process plant. It includes symbols and abbreviations for piping, valves, materials, and other components. Project area codes and their descriptions are provided. Engineering details such as scales, revisions, and approvals are listed.
This document discusses water supply management in Korea from 2007-2011. It notes that the revenue water ratio, a measure of water management efficiency for providers, has increased sharply to 83.5% through continuous efforts to optimize the water pipe network. However, the number of civil complaints about water service quality also rose rapidly during this period. The document advocates considering consumers' needs in water management, through indicators like water supply risk. It then describes developing models to assess water supply risk and optimally design water distribution networks based on risk.
1. The document provides questions for a geotechnical engineering exam, with two main parts (A and B) containing multiple choice and descriptive questions.
2. Part A asks about objectives of soil exploration, methods for controlling groundwater during excavation, stress distribution theories, use of flownets, earth pressure theories, and locating phreatic lines.
3. Part B covers causes of slope failure, stability analysis methods, factors affecting bearing capacity, and terms related to settlement of foundations. Descriptive questions address topics like selection of boring depths, Newmark's method, seepage calculations, and stability of canal slopes.
The report summarizes a geotechnical investigation conducted for the construction of a flyover at NH-89 Ch:0+620 in Rajasthan, India. Two boreholes were drilled to a depth of 15m and standard penetration tests were conducted. The subsurface soils generally consisted of gravelly sand mixed with boulders. Laboratory tests showed the soils were non-plastic with negligible swelling pressure. Based on shear strength parameters and settlement analyses, the recommended safe bearing capacities range from 16.91 to 62.93 t/m2 depending on foundation depth. Proper compaction should be used for any backfilling.
The World Bank conducted a final supervision mission in May 2014 to review a water resources project in Chhattisgarh, India. The project aimed to strengthen water resource management institutions and expand hydrological monitoring networks. Over 90% of allocated funds had been spent as of March 2014, with additional expenditures expected through May 2014. Key achievements included upgrading data centers, installing rain and groundwater monitoring equipment, conducting trainings, and publishing water resources data. The project improved availability of hydrological data for use in planning irrigation projects, infrastructure design, and other development activities in Chhattisgarh.
The document summarizes the Hydrology Project-II being implemented in Punjab, India. Key points:
- The Rs. 46.65 crore project aims to improve water resource data collection and management. Around 80% of the work and funding has been used.
- Networks to monitor groundwater, surface water, and rainfall have been installed across 700, 25, and 81 stations respectively. Digital equipment transmits data in real time.
- Three data centers have been constructed to store and analyze water data. A state data center in Mohali will house various water resource offices and laboratories.
- Observed hydrological data will be shared with state agencies, CGWB, and other users to inform water
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This document provides standard drawings for pipe laying works by Syabas, the water supply company for Selangor, Malaysia. It includes a table of contents listing typical detail drawings for various pipe materials (e.g. MS, DI, HDPE, ABS), as well as general legends, abbreviations and notes. The document is the second edition from October 2011, updated from the original 2007 version. It provides standard specifications and guidelines for contractors involved in pipe works managed by Syabas.
This document discusses drilling hydraulics and fluid flow concepts. It covers topics like energy balance, flow through nozzles, hydraulic horsepower, conservation laws, average fluid velocity equations, the law of conservation of energy, determining pressure at different points, nozzle flow, hydraulic impact force, rheological fluid models including Newtonian, Bingham plastic and power-law models, laminar and turbulent flow, critical Reynolds number, pump pressure calculations, and pressure losses in different components like drill pipe, drill collars and bit nozzles. Diagrams illustrate concepts like velocity profiles, flow patterns and fraction factors. Equations are provided for calculations.
Design Proposal for a Single and Double Span Bridge using Cost AnalysisMichael Masi, Jr. Eng.
The document describes a design proposal for single and double span bridges using cost analysis. The objectives are to design one-span and two-span bridges using pre-stressed concrete and steel alternatives, and perform a cost analysis of each option. The document outlines the design process, which includes analyzing loads, designing bridge components like girders, piers, footings, and abutments according to design standards. A cost analysis is presented comparing the single span steel bridge, single span concrete bridge, and double span steel bridge options.
This document provides well information for the New Star 102 HZ Highvale 14-32-50-4 HZ well located in Alberta, Canada. It includes details on the operator, location, total depth, casing plan, drilling details from spud date to rig release, lithology logs, and daily drilling reports from measured depths of 1760m to 2140m. The well was drilled to a total depth of 2360 meters between November 2013 and December 2013.
The document summarizes a study on improving productivity of curtain wall installation. It describes the stick system used for the curtain wall and provides details of the River Park Tower II project. The study gathered data on the stone installation process, including installation times for different stone sizes and positions, equipment used, and crew allocation. Time studies, video recording, and interviews were used to collect detailed data on the installation time and process for each stone.
The document discusses various field and laboratory testing methods for geotechnical investigations. It describes common in-situ tests like the Standard Penetration Test (SPT), Cone Penetration Test (CPT), Dynamic Cone Penetration Test (DCPT), Vane Shear Test (VST), Dilatometer Test (DMT), and Pressuremeter Test (PMT). It also discusses procedures, components, interpretations and limitations of these tests. The document then briefly covers rock testing methods like Unconfined Compression Test, Brazilian Test, Point Load Test, and Schmidt Rebound Hardness Test.
The significance of Surface Logging For The Formation Evaluation Advance Surf...Evangelos Siskos
The significance of Surface Logging For The Formation Evaluation Advance Surface Logging Technology is a Master of Science Thesis presentation for the MSc in Oil & Gas Technology program at Eastern Macedonia and thrace Institute of Technology.
This document appears to be performing calculations related to the design of shear reinforcement for a concrete beam. It defines various parameters such as material strengths, beam dimensions, shear forces, and calculates the required shear reinforcement based on the governing code (ACI or NEC). It determines the maximum shear force, required shear strength provided by concrete, remaining shear to be resisted by reinforcement, area of shear reinforcement needed, and spacing of the reinforcement. It also calculates hyperstatic shear forces and plastic moment capacities at critical sections.
1) Short holes have advantages like following irregular contacts but have disadvantages like low productivity and high costs. Long holes have high productivity but are limited to regular deposits.
2) Common mining methods include overhand stoping, breast stoping, cut-and-fill stoping, and shrinkage stoping.
3) Drilling methods include jumbo drilling, handheld drills, and long hole down-the-hole hammer drilling. Drilling parameters like depth, diameter, and speed depend on the specific method and machine used.
This presentation includes the estimation of storm sewage generated as a result of storm/rainfall events. It includes the detailed usage of rational formula for quantity estimation with solved examples.
Modul deskripsi inti bor dan pemetaan permukaanyuliadiyuliadi2
The document discusses methods for describing borehole core samples and mapping rock surfaces, including:
- Describing borehole core samples by recording data on recovery percentage, rock type, strength, discontinuities, and other properties.
- Classifying rock mass strength using systems like RMR, SMR, and GSI, which incorporate factors like intact rock strength, discontinuity conditions, and groundwater.
- Conducting geological mapping of rock surfaces to characterize rock types, discontinuities, and calculate parameters like RMR, GSI for rock mass classification.
The document contains details of the measured drawings for the Royal Museum Kedah project, including a list of 31 drawings with scales and references. It provides the ground floor plan showing the layout and dimensions of the rooms, doors, windows, and notes on finishes and materials. Dimensions, types and other details are provided in schedules for doors and windows.
The document contains details of the measured drawings for the Royal Museum Kedah project, including a list of 31 drawings with scales and references. It provides the ground floor plan showing the layout and dimensions of the rooms, doors, windows, and notes on finishes and materials. Dimensions, types and other details are provided in schedules for doors and windows.
Feasibility and Economic Design of Pumped Storage Hydropower StationAwais Marwat
The document summarizes a feasibility study for a proposed pumped storage hydro power station in Swat, Khyber Pakhtunkhwa. Three potential sites were identified and analyzed based on geological properties, topography, and proximity to existing infrastructure. The Daral Khwar site in Bahrain, Swat was selected for further analysis and preliminary design. Hydraulic designs were developed indicating the site could generate up to 1131 kW of power. Detailed geological studies including core sampling and seismic surveys found the rock quality at the site varies from poor to good. An economic analysis estimated the proposed plant could generate a net annual profit of around 719,000 Pakistani rupees.
This document analyzes shoreline erosion along Stony Creek using aerial images and shoreline data from 1943-2010. It includes shoreline vectors digitized from historical maps and orthophotos from 1943-1994. Transect data and graphs show shoreline change over time, with erosion generally decreasing after 1994. LIDAR imagery from 2004 and 2011 is also included to analyze more recent shoreline changes.
The document provides data from Maru-A Parts monthly inspection of fuel pipes supplied by ALBA Engineering Company. It summarizes inspection results for 30 samples across 17 inspection items for appearance, sizing, flaring, and air pressure tests. All samples passed inspection for the month of June, with no production issues reported. Dimensional measurements were within specification ranges.
This document contains technical drawings and specifications for a process plant. It includes symbols and abbreviations for piping, valves, materials, and other components. Project area codes and their descriptions are provided. Engineering details such as scales, revisions, and approvals are listed.
This document discusses water supply management in Korea from 2007-2011. It notes that the revenue water ratio, a measure of water management efficiency for providers, has increased sharply to 83.5% through continuous efforts to optimize the water pipe network. However, the number of civil complaints about water service quality also rose rapidly during this period. The document advocates considering consumers' needs in water management, through indicators like water supply risk. It then describes developing models to assess water supply risk and optimally design water distribution networks based on risk.
1. The document provides questions for a geotechnical engineering exam, with two main parts (A and B) containing multiple choice and descriptive questions.
2. Part A asks about objectives of soil exploration, methods for controlling groundwater during excavation, stress distribution theories, use of flownets, earth pressure theories, and locating phreatic lines.
3. Part B covers causes of slope failure, stability analysis methods, factors affecting bearing capacity, and terms related to settlement of foundations. Descriptive questions address topics like selection of boring depths, Newmark's method, seepage calculations, and stability of canal slopes.
The report summarizes a geotechnical investigation conducted for the construction of a flyover at NH-89 Ch:0+620 in Rajasthan, India. Two boreholes were drilled to a depth of 15m and standard penetration tests were conducted. The subsurface soils generally consisted of gravelly sand mixed with boulders. Laboratory tests showed the soils were non-plastic with negligible swelling pressure. Based on shear strength parameters and settlement analyses, the recommended safe bearing capacities range from 16.91 to 62.93 t/m2 depending on foundation depth. Proper compaction should be used for any backfilling.
Similar to Download-manuals-ground water-dataprocessinmg-provisionaldatadictionary (20)
The World Bank conducted a final supervision mission in May 2014 to review a water resources project in Chhattisgarh, India. The project aimed to strengthen water resource management institutions and expand hydrological monitoring networks. Over 90% of allocated funds had been spent as of March 2014, with additional expenditures expected through May 2014. Key achievements included upgrading data centers, installing rain and groundwater monitoring equipment, conducting trainings, and publishing water resources data. The project improved availability of hydrological data for use in planning irrigation projects, infrastructure design, and other development activities in Chhattisgarh.
The document summarizes the Hydrology Project-II being implemented in Punjab, India. Key points:
- The Rs. 46.65 crore project aims to improve water resource data collection and management. Around 80% of the work and funding has been used.
- Networks to monitor groundwater, surface water, and rainfall have been installed across 700, 25, and 81 stations respectively. Digital equipment transmits data in real time.
- Three data centers have been constructed to store and analyze water data. A state data center in Mohali will house various water resource offices and laboratories.
- Observed hydrological data will be shared with state agencies, CGWB, and other users to inform water
The document provides an overview of the World Bank Monitoring Mission for the Hydrology Project Phase II in India from May 06-09, 2014. It summarizes the key achievements and post-project plans for each of the implementing agencies. The agencies include 13 state organizations and 8 central agencies. The objectives of HP-II were to extend and promote the sustained use of hydrological information systems to improve water resources planning and management. The estimated cost was Rs. 631.83 crore with funding from the World Bank. Several agencies had completed construction of data centers, monitoring equipment installations, and pilot studies. Plans after the project included continuing maintenance and operations, staff training, and further developing applications.
This document summarizes the progress and completion of the Odisha Hydrology Project-II. The key points are:
1) The project had a total revised cost of Rs. 13.46 crore and ran from April 2006 to May 2014 to strengthen surface water data collection and decision support systems in Odisha.
2) Financial progress shows that Rs. 891.04 crore was spent out of the total revised cost of Rs. 1346 crore. Major components included installing a real-time data acquisition system and developing decision support systems for drought monitoring and conjunctive surface and groundwater use.
3) Key achievements were establishing the concept for a real-time data acquisition system,
The document summarizes a review meeting for the Hydrology Project Phase II in Madhya Pradesh, India. The project involves establishing surface water and groundwater monitoring stations. For surface water, 24 river gauge stations and 52 meteorological stations were set up across three river basins. For groundwater, 3750 observation wells and 625 piezometer wells were established. The project period was from 2004-2014 with a total cost of Rs. 24.67 crores. Major achievements included upgrading monitoring stations, establishing new stations, and developing decision support systems for reservoir management and groundwater planning. Lessons learned and plans for continuing activities after the project are also discussed.
The document provides information on the financial targets and achievements of a hydrological project in India. It summarizes that as of March 2014, expenditure was Rs. 304.959 crores out of the revised target of Rs. 399.808 crores. It also describes various components of the project including institutional strengthening activities conducted, the development of decision support systems and real-time data systems for river basins, and studies carried out on optimizing monitoring networks and evaluating the impacts of water allocation changes. Lessons learned included the need for stronger central-state linkages and continued consultant support to meet project goals.
The document summarizes two hydrology projects in Kerala, India from 1996-2004 and 2006-2014. It provides financial details and physical progress updates on the projects, including building construction, staff hiring, equipment procurement, and the establishment of data dissemination and decision support systems. Key accomplishments include the development of applications to study conjunctive use, artificial recharge, reservoir operation, and more. Lessons learned include the benefits of integrated surface and groundwater management and adopting techniques from other agencies.
The document summarizes the Hydrology Project-II implemented in Goa between 2006-2014 with funding from the World Bank. The key aspects include:
- Establishment of 11 river gauge stations, 4 automatic weather stations, and 6 automatic rain gauge stations to improve surface water and hydro-meteorological data collection.
- Installation of 47 open wells and 57 piezometers to monitor groundwater levels across 9 river basins in Goa.
- Construction of a new data center and level II+ laboratory to store, analyze and disseminate hydrological data to support water resource management and planning.
- Capacity building initiatives including training of over 200 local staff on hydrological monitoring and data management.
This document provides expenditure details and progress updates for the Phase II (2006-2014) implementation of the Narmada, Water Resources, Water Supply and Kalpsar Department in Gujarat, India. It outlines spending on civil works, goods, consultancy, and trainings. It also describes the physical progress made in consolidating hydrological data, raising awareness, implementing decision support systems, and conducting purpose-driven studies. Proposals are made for continuing certain activities in potential Phase III of the project.
Central Water and Power Research Station (CWPRS) in Pune saw several advancements under the World Bank's Hydrology Project II (HP-II) including:
1) Technical trainings for over 100 CWPRS officers in areas like water resources planning, climate change impacts, and more.
2) Infrastructure upgrades including a Supervisory Control and Data Acquisition system, laboratory equipment, and renovated buildings.
3) Research activities such as optimizing stream gauge networks in Maharashtra's Bhima river basin and hydrographic surveys of the Tawa reservoir.
4) Over Rs. 4 crore was spent on civil works, equipment, trainings and other costs aligned with the goals of
The document summarizes the major activities and achievements of the Central Pollution Control Board's Hydrology Project-II regarding water quality monitoring. Some of the key points include:
- Installation of 10 real-time water quality monitoring stations on the Ganga and Yamuna rivers
- Development of a GIS-based water quality web portal to visualize historical and current water quality data
- Organization of 30 training workshops on water quality monitoring that reached over 750 laboratory staff
- Renovation of the CPCB water laboratory and development of water quality criteria and standards
The project aims to continue activities like annual maintenance of monitoring stations and the web portal, as well as propose new initiatives for the next phase including nationwide water pollution
The document describes BBMB's Real Time Decision Support System (RTDSS) project. The objectives are to incorporate advanced data acquisition and communication systems to help with operational management of Bhakra and Beas reservoirs. The system collects telemetry data from over 80 stations, including rainfall, water levels, snow levels. It also downloads satellite data and forecasts. The data is analyzed using hydrological and hydrodynamic models to forecast reservoir inflows and water levels to help with flood control and water distribution.
The World Bank conducted a final supervision and completion mission for the Hydrology Project in Andhra Pradesh from May 7-8, 2014. The project aimed to strengthen surface water data collection networks and build institutional capacity for hydrological data management and use. Key achievements included establishing 25 additional data collection stations, procuring IT equipment, developing a project website, and providing training. Expenditures totaled Rs. 4.13 crore against the revised project cost of Rs. 8.92 crore. Moving forward, the document discusses continuing project activities in Andhra Pradesh and potential areas of focus for a phase III of the Hydrology Project.
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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.
This document provides guidance on how to review monitoring networks. It begins with an introduction on the objectives and physical characteristics that networks are based on. It then discusses the types of networks, including basic, secondary, dedicated, and representative networks. The document outlines the steps in network design, which include assessing data needs, setting objectives, determining required network density, reviewing the existing network, and conducting a cost-effectiveness analysis. Specific guidance is provided on reviewing rainfall and hydrometric networks.
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This document provides guidance on statistical analysis of rainfall and discharge data. It discusses graphical representation of data including histograms, line diagrams, and cumulative frequency diagrams. It also covers measures of central tendency, dispersion, skewness, kurtosis and percentiles. The document emphasizes that hydrological time series must meet stationarity conditions to be suitable for statistical analysis and discusses evaluating and accounting for trends and periodic components when analyzing rainfall and discharge data.
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1. 15 October, 2002 1
Ground Water Data
Well Site Details
Name Type Length Units Range Description
State ID C 15 table
Agency C 10 table
District C 15
Tehsil/taluk Code C 15
Block/Mandal Code C 15
Toposheet Number N 10 topographic map id
longitude N 6 ddmmss 61-92
latitude N 6 ddmmss 8-36
Grid East N 6 ddmmss 61-92 nationaal grid east
Grid North N 6 ddmmss 8-36 national grid north
Well ID C 10 table well identification
Location details C 50 location description
Site ID C 22 table
Village/Town Name C 15
Khasra/ Survey Number N 6
Hamlet Name C 15
Owner C 15
Basin C 15
Subbasin C 15
Geology C 15
Geomorphology C 15
Well Detail
Name Type Length Units Range Description
Well ID C 10 table well id
Well type C 10 table type of well
Well Use C 10 primary use of water
Well length N 3+2 mmmcc well dimension, meters,cm
Well breadth N 3+2 mmmcc well dimension meters,cm
Well diameter N 4 mm diameter in milimeter
Date first inventory N 8 yyyymmdd date of first inventory
Aquifer type C 10 aquifer code
AQ thickness first N 4+2 mmmmcc
AQ thickness second N 4+2 mmmmcc
AQ thickness third N 4+2 mmmmcc
Total Depth N 4+2 mmmmcc total depth of well
Depth to water level N 3+2 mmmcc depth to water table
Surface elevation N 5+2 mmmmmcc elevation above msl
Meassuring point Elevation N 4+2 mmmmcc
Lifting device C 15
Depth to first N 3+2 mmmcc open well
Rock formation first C 10 open well
2. 15 October, 2002 2
Depth to second N 3+2 mmmcc open well
Rock formation second C 10 open well
Depth to third N 3+2 mmmcc open well
Rock formation third C 10 open well
Well Drilling Details
Name Type Length Units Range Description
Well ID C 10
Well type C 10
Date of commencement of Drilling N 8 yyyymmdd
Date Drilling completion N 8 yyyymmdd
Drilling Agency C 10
Drilling method C 15
Drilled depth N 4+2 mmmmcc meters.cm
First water struck depth N 4+2 mmmmcc meters.cm
Water bearing zone1 N 4+2 mmmmcc meters.cm
Water bearing zone2 N 4+2 mmmmcc meters.cm
Water bearing zone3 N 4+2 mmmmcc meters.cm
Water bearing zone4 N 4+2 mmmmcc meters.cm
Well Lithology
Name Type Length Units Range Description
Well ID C 10
Depth to 1 N 5 mmmcc
Formation 1 C 15 table
Depth to 2 N 5 mmmcc
Formation 2 C 15 table
Depth to 3 N 5 mmmcc
Formation 3 C 15 table
Depth to 4 N 5 mmmcc
Formation 4 C 15 table
Depth to 5 N 5 mmmcc
Formation 5 C 15 table
Depth to 6 N 5 mmmcc
Formation 6 C 15 table
Depth to 7 N 5 mmmcc
Formation 7 C 15 table
Depth to 8 N 5 mmmcc
Formation 8 C 15 table
Well Assembly
Name Type Length Units Range Description
Well ID C 10
Casing type C 15 table
Casing Diameter N 4 mm
Casing position from 1 N 6 mmmmcc
3. 15 October, 2002 3
Casing position to 1 N 6 mmmmcc
Casing position from 2 N 6 mmmmcc
Casing position to 2 N 6 mmmmcc
Drilling depth N 6 mmmmcc
Well completion depth N 6 mmmmcc
Drilling fluid C 15 table
Pilot Hole Depth N 6 mmmmcc
Pilot Hole Diameter N 4 mm
Reamed Depth N 6 mmmmcc
Screen Type C 15 table
Slots Type C 12 table
Screen Diameter N 4 mm
Screen position from 1 N 6 mmmmcc
Screen position to 1 N 6 mmmmcc
Screen position from 2 N 6 mmmmcc
Screen position to 2 N 6 mmmmcc
Screen position from 3 N 6 mmmmcc
Screen position to 3 N 6 mmmmcc
Slot size N 2 ??
Gravel pack C 1 Y/N if gravel pack
Gravel pack position from1 N 6 mmmmcc if gravel pack
Gravel pack position to 1 N 6 mmmmcc if gravel pack
Gravel pack volume 1 N 3 m3 if gravel pack
Gravel pack size 1 N 2 mm if gravel pack
Gravel pack position from2 N 6 mmmmcc if gravel pack
Gravel pack position to 2 N 6 mmmmcc if gravel pack
Gravel pack volume 2 N 3 m3 if gravel pack
Gravel pack size 2 N 2 mm if gravel pack
Gravel pack position from3 N 6 mmmmcc if gravel pack
Gravel pack position to 3 N 6 mmmmcc if gravel pack
Gravel pack volume 3 N 3 m3 if gravel pack
Gravel pack size 3 N 2 mm if gravel pack
Grouting C 1 Y/N
Grouting position from1 N 6 mmmmcc if grouting
Grouting position to 1 N 6 mmmmcc if grouting
Grout material 1 C 8 if grouting
Grouting position from2 N 6 mmmmcc if grouting
Grouting position to 2 N 6 mmmmcc if grouting
Grout material 2 C 8 if grouting
Grouting position from3 N 6 mmmmcc if grouting
Grouting position to 3 N 6 mmmmcc if grouting
Grout material 3 C 10 if grouting
Development method C 15 table
Well performance
4. 15 October, 2002 4
Name Typ
e
Length Unit Range Description
Well ID C 10 well identification
Pumping test C 1 Y/N
Number of steps N 1
Discharge N 4 m3/h for each step
Drawdown N 4 m for each step
Aquifer loss N 4 m for each step
Well loss N 4 m for each step
Well efficiency N 2 % for each step
Rate of Discharge N 7 m3/h constant discharge test
Pumping duration N 5 hhhmm constant discharge test
No of observation wells N 1 constant discharge test
Max drawdown N 5 mmmcc constant discharge test
Specific Capacity N 7 m3/h/m constant discharge test
Transmissivity N 7 ??? constant discharge test
Storativity N 6 ??? constant discharge test
Specific yield N 4 ??? constant discharge test
Ground Water - Time Series data
Water Quality Details
Name Type Length Units Range Description
State ID C 15 table
Agency ID C 10 table
Well ID C 10 table
Well type C 10 table
Sample ID C 10
Date of sample N 8 yyyymmdd
Date of analysis N 8 yyyymmdd
Lab ID C 10 identity of laboratory
Depth of sampling N 6 mmmmcc for each sample
pH N 4 -log10mol/l 4-10 water acidic value
EC N 6 micromhos/c
m
electrical conductivity
CO3 N 4 mg/l
HCO3 N 4 mg/l
Cl N 4 mg/l
SO4 N 4 mg/l
NO3 N 4 mg/l
Ca N 4 mg/l
Mg N 4 mg/l
Na N 4 mg/l
K N 4 mg/l
F N 4 mg/l
Fe N 4 mg/l
Si N 4 mg/l
5. 15 October, 2002 5
Water Level
Name Type Length Units Range Description
State ID C 15 table
Agency ID C 10 table
Well ID C 10 table
Well type C 10
Elevation N 7 m
Date N 8 yyyymmdd for each measurment
year,month,day
Time N 4 hhmm for each measurment
hours,minutes
Hight of measurment point N 5 mmmcc for each measurment
Water level N 5 m for each measurment
Remarks C 30 for each measurment
6. 15 October, 2002
1
Surface Water & Meteorology Data
Catchment Data
Name Type Length Units Range Description
General
Catchment ID C 10 al. num. Code for catchment identification
Catchment name C 30 al. num. name of the catchment
River Basin C 30 alpha name of the major river basin
Tributary to C 30 alpha name of the major river d/s
Bank C 1 R/L R=right or L=left bank tributary
Longitude N 6 ddmmss 60-99 long. of the outlet
Latitude N 6 ddmmss 6-36 lat. of the outlet
Elevation N 4+2 m+MSL 0-9999.99 elevation of zero flow at outlet
Basin Area N 6+2 sq km 0-999999.99 area of catchment
Geomorphologic
Order of the catchment N 1 no. 1-9 Order of highest order stream
Length N 5+2 kms 99999.99 length of main stream
Perimeter N 5+2 kms 99999.99 perimeter of the catchment
Lc N 5+2 kms 99999.99 length of main stream from near the centroid to outlet
Slope N 1+5-(E) - -1.0 - 1.0 Hydraulic slope of the main stream
Bifurcation ratio N 1+2 - 1.00-5.00 on 1:50,000 scale
Length ratio N 1+2 - 1.00-5.00 -do-
Area ratio N 1+2 - 1.00-5.00 -do-
DTM available C 1 Y/N is digital terrain model available
Utilisation of Potential
Weirs/dams N 4 no. 0-9999 number of existing weirs/dams
Off - takes N 4 no. 0-9999 number of off-takes
Total off-take capacity N 5+2 m3
/s 0-99999.99 total capacity
Total command area N 7+1 ha 0-9999999.9 total of all projects
Land Use & Soil Groups
Land use
Urban N 2+2 % 0 - 100 percent of total catchment area
Forest N 2+2 % 0 - 100 percent of total catchment area
Waste land N 2+2 % 0 - 100 percent of total catchment area
Cultivated agricultural N 2+2 % 0 - 100 percent of total catchment area
7. 15 October, 2002
2
Agricultural N 2+2 % 0 - 100 percent of total catchment area
Water Bodies N 2+2 % 0 - 100 percent of total catchment area
Arid & Semi arid N 2+2 % 0 - 100 percent of total catchment area
Hydrologic Soil Group
A N 2+2 % 0 - 100 percent of total catchment area
B N 2+2 % 0 - 100 percent of total catchment area
C N 2+2 % 0 - 100 percent of total catchment area
D N 2+2 % 0 - 100 percent of total catchment area
Reach Characteristics
Upper reach length N 5+2 kms 0 - 99999.99 length of the reach
Middle reach length N 5+2 kms 0 - 99999.99 length of the reach
Lower reach length N 5+2 kms 0 - 99999.99 length of the reach
Upper reach Slope N 1+5 - -1.0 - 1.0 Hydraulic slope of reach
Middle reach Slope N 1+5 - -1.0 - 1.0 Hydraulic slope of reach
Lower reach Slope N 1+5 - -1.0 - 1.0 Hydraulic slope of reach
Upper reach bed C 20 Type of bed material
Middle reach bed C 20 Type of bed material
Lower reach bed C 20 Type of bed material
Station data
Name Type Length Units Range Description
General
State ID C 10 table
Agency Name C 20 table
Agency ID C 10 table
district Name C 20 table
Station ID C 10 al. num. station id
Station name C 20 alpha name of station
Station type C 10 al. num. station type
River/canal name C 20 alpha name of river or canal on which the station is located
latitude N 6 ddmmss 8-36
longitude N 6 ddmmss 61-92
Distance N 6 Km distance from station to next confluence d/s
Elevation N 6 m+MSL m + mean see level
Catchment area N 6 sq km area u/s of station for gauging station
Data transmission C 1 M/P Messenger, Post
8. 15 October, 2002
3
Date of Establishment N 8 yyyymmdd
Locational
Reference Toposheet C 8 1:50,000 toposheet containing the outlet
Location of GTS BM C 50 text about location of GTS BM
Level of GTS BM N 4+3 m+MSL level of GTS BM
Location of Musto BM C 50 text about location of Musto BM
Level of Musto BM N 4+3 m+MSL level of Musto BM
location C 100 location description of station
Accessibility C 200 description for accessibility
Overall plan C 20 reference of overall plan file
Detailed drawings C 20 reference of detailed drawings file
Railway station C 20 nearest railway station
Airport C 20 nearest airport
Location of site office C 60 Location of site office
Postal address C 120 postal address of the Site office
Inspection bungalows C 60 location of inspection bungalows
Nearby projects C 120 statement about location of nearby projects
Nearby bridge C 20 location of nearby bridge
Bridge length N 6 m length of the bridge d/s
Number of spans N 2 number of spans in bridge
width of span C 50 statement about width of span(s)
Controls C 100 description of nearby controls
Type of Establishment
Staff gauge C 1 (Y/N)
AWLR C 1 (Y/N)
Flow by Float C 1 (Y/N)
Flow by current meter C 1 (Y/N)
Flow by moving boat C 1 (Y/N)
Water Quality C 1 (Y/N)
Sediment C 1 (Y/N)
SRG C 1 (Y/N)
AGR C 1 (Y/N)
Met. Observatory C 1 (Y/N)
FCS C 1 (Y/N)
Evaporimeter C 1 (Y/N)
Staff Gauging
Start Date N 8 yyyymmdd 19000101-20491231
Location of gauge line C 50 statement
9. 15 October, 2002
4
Number of gauge lines N 1 1 - 5
Distance of gauge lines N 4 m 50 - 3000 distance between outer lines
Gauge zero N 4+2 m 0 - 5000.00 above msl
Minimum level N 2+2 m -30.0 - 30.0 w.r.t to zero of the gauge
Maximum level N 2+2 m -30.0 - 99.99 w.r.t to zero of the gauge
Water level range N 2 m 0 - 99
Rise of stage N 2+2 m/hr 0 - 99 maximum rate of rise of water level
Fall of stage N 2+2 m/hr 0 - 99 maximum rate of fall of water level
Back water effects C 1 Y/N back water effect present or not
Tidal effects C 1 Y/N tidal effect present or not
Sampling interval N 2 hr 0 - 24
times of observation C 20 statement for times of observations
Submission interval N 2 days submission interval of field data
A W L R
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Type of gauge C 1 F/P/B/A Float, Pressure transducer, Bubble, Acoustic
Make C 20 instrument make
Year of manufacture N 4 yyyy 1950 - 2050
Location C 1 B/R Bridge, River bank
Stilling well C 1 Y/N stilling well available
Diameter of stilling well N 2+2 m
Diameter of intake pipes N 3 mm
Check gauge inside C 1 Y/N check gauge in stilling well?
Check gauge outside C 1 Y/N check gauge outside stilling well?
Gauge zero N 4+2 m 0 - 5000.00 w.r.t MSL
Minimum level N 2+2 m -30.0 - 30.0
Maximum level N 2+2 m -30.0 - 99.99
Type of recording C 1 A/D Analogue, Digital
Sampling interval N 2 hr 0 - 24
Current Meter Measurements
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Type of meter C 1 C/P/O C = cup, P = propeller, o = other
Make C 20
Year of manufacture N 4 yyyy 1950 - 2050
Sampling interval C 20 statement
Flow Measurements by Floats
10. 15 October, 2002
5
Start Date N 8 yyyymmdd 19000101-20491231
Closure Date N 8 yyyymmdd 19000101-20491231
Type of float C 1 S/U/D/R S=surface, U=subsurface, D=double, R =rod
Make C 20
Suspended Sediment Observations
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Type of equipment C 1
Make C 20
Sampling interval C 20 statement
Year of manufacture N 4 yyyy 1950 - 2050
Bed Sediment Observations
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Type of equipment C 1
Make C 20
Year of manufacture N 4 yyyy 1950 - 2050
Sampling interval C 20 statement
Water Quality Measurements
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Make C 20
Year of manufacture N 4 yyyy 1950 - 2050
Sampling interval C 20 statement
no. of parm. sampled N 3 number of parameters sampled
Parm. Sampled name C(d) 20 parameters being sampled
Parm. Sampled ID C(d) 10 parameters being sampled
Parm. Sampled at Site C(d) Y/N
SRG
Start Date N 8 yyyymmdd 19500101-20491231
Closure Date N 8 yyyymmdd 19500101-20491231
Pocket Revgister C 1 P/F p=pocket register, f=form
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Sampling Interval C 20 statement
ARG
Start Date N 8 yyyymmdd 19000101-20491231
Closure Date N 8 yyyymmdd 19000101-20491231
11. 15 October, 2002
6
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Mode of data logging C 1 A/D A=analog, D=digital
Sampling Interval C 20 statement
Temperature
Manual Observations C 1 Y/N
Min. / Max. C 1 Y/N
Pocket Revgister C 1 P/F p=pocket register, f=form
Sampling Interval C 20 statement
Thermograph C 1 Y/N
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Mode of data logging C 1 A/D A=analog, D=digital
Sampling Interval C 20 statement
Wind Run
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Pocket Revgister C 1 P/F p=pocket register, f=form
Sampling Interval C 20 statement
Wind Speed
Make of Equipment C 20
Year of Manufacture N 4 yyyy 1950 - 2050
Pocket Revgister C 1 P/F p=pocket register, f=form
Sampling Interval C 20 statement
Humidity
Dry & Wet Bulb C 1 Y/N
Pocket Revgister C 1 P/F p=pocket register, f=form
Sampling Interval
Hygrograph
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Mode of data logging C 1 A/D A=analog, D=digital
Sampling Interval C 20 statement
Evaporation
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
Dia. of Evaporimeter N 4 mm 400 - 2000
Pocket Revgister C 1 P/F p=pocket register, f=form
12. 15 October, 2002
7
Sampling Interval C 20 statement
Radiation
Sunshine Recorder C 1 Y/N
Make of equipment C 20
Year of manufacture N 4 yyyy 1950 - 2050
S S Globe dia. N 3 mm
Mode of Data logging C 1 A/D A=analog, D=digital
Sampling Interval C 20 statement
Other Instrument C 1 Y/N
Make C 20 specify any other instrument in use
Sampling Interval C 20 statement
Equidistant time series data
Name Type Length Units Range Description
State ID C 10 table
Agency ID C 10 table
Station ID C 10 al. num. station id
Station type C 10 al. num. station type
Variable/parm ID C 2(d) varying alpha num. many parameters at a station
Type C 1(d) I/A Instantaneous, Accumulative
Time interval unit N 1(d) 1/2/3/4 1-year,2-month,3-day,4-hour
Divider N 2(d) 1-99 elements per time unit
Basic time interval N 1(d) 1/2/3/4 2-month,3-day,4-hour,5-minute
Multiplier N 2(d) 1-99 elements per time unit
Start Date N 12(d) yyyymmddh
hsi
1850 - 2050
End Date N 12(d) yyyymmddh
hsi
1850 - 2050
Missing value N 6+3(d) varying varying for each
Minimum N 6+3(d) varying varying likely minimum value
Maximum N 6+3(d) varying varying likely maximum value
Rise N 6+3(d) varying varying likely maximum rate of rise
Fall N 6+3(d) varying varying likely maximum rate of fall
Values N 6+3(d) varying varying value of the variable
13. 15 October, 2002
8
Non-Equidistant time series data
Name Type Length Units Range Description
State ID C 10 table
Agency ID C 10 table
Station ID C 10 al. num. station id
Station type C 10 al. num. station type
Variable/parm ID C 2 varying alpha num.
Type C 1 I/A Instantaneous, Accumulative
Start Date N 12 yyyymmdd
hhsi
1850 - 2050
End Date N 12 yyyymmdd
hhsi
1850 - 2050
Missing value N 6+3 varying varying
Minimum N 6+3 varying varying likely minimum value
Maximum N 6+3 varying varying likely maximum value
Time lable N 12(d) yyyymmdd
hhsi
1850 - 2050
Values N 6+3(d) varying varying value of the variable
Stage-Discharge data
Name Type Length Unit Range Description
State ID C 10 table
Agency ID C 10 table
Station ID C 10 al. num. station id
Station type C 10 al. num. station type
Date N 8 yyyymmdd
Number N 3 0 - 400
Gauge zero N 4+3 m+MSL
Water level N 4+3 m
Discharge N 6+2(S) m3
/s
Energy slope N 1+5(E)
Gradient N 1+5(E) m/hr
14. 15 October, 2002
9
Fall N 2+2 m
Flow width N 4+1 m
Wetted perimeter N 4+1 m
Wetted cross-section N 6+1 m2
Average velocity N 2+3 m/s
Hydraulic radius N 2+4 m
Manning's n N 1+5(E) - 0.00001 - 0.1
Stage-Discharge relations
Name Type Length Unit Range Description
State ID C 10
Agency ID C 10
Station ID C 10
Station Type C 10
Start date N 8(d) yyyymmdd start validity period of rating equation
End date N 8(d) yyyymmdd end of validity period of rating equation
Type of rating curve C 1 S/U/B S=simple, U=unsteady, B=backwater
Simple rating
Number of intervals N 1 for each validity period
Lower boundary N 4+3 m for each interval
Upper boundary N 4+3 m for each interval
coeff a N 2+4(e) for each interval
coeff b N 2+4(e) for each interval
coeff c N 2+4(e) for each interval
Backwater (constant)
Constant fall N 2+3 m Value of constant fall
Power N 2+3 exponent in backwater correction
Backwater (normal)
Lower boundary N 4+3 m lower boundary for backwater correction
Power N 1+4(e) exponent in backwater correction
coeff a N 2+4(e) parameters for relation {f = f(h)}
coeff b N 2+4(e) parameters for relation {f = f(h)}
coeff c N 2+4(e) parameters for relation {f = f(h)}
Unsteady flow
15. 15 October, 2002
10
Lower boundary N 4+3 m lower limit for unsteady flow correction
Upper boundary N 4+3 m Upper limit for unsteady flow correction
coeff a N 2+4(e) parameter for relation {1/vS = f(h)}
coeff b N 2+4(e) parameter for relation {1/vS = f(h)}
coeff c N 2+4(e) parameter for relation {1/vS = f(h)}
Sediment relations
Name Type Length Unit Range Description
State ID C 10 table
Agency ID C 10 table
Station ID C 10 al. num. station id
Station type C 10 al. num. station type
Date N 8 yyyymmdd
No. of Relations N 3
Validity Start date N 8 yyyymmdd start validity period of rating equation
Validity End date N 8 yyyymmdd end of validity period of rating equation
Number of intervals N 1 segments in rating curve for each period
Lower boundary N 6 m for each interval
Upper boundary N 6 m for each interval
coeff a N 6 for each interval
coeff b N 6 for each interval
coeff c N 6 for each interval
16. 15 October, 2002 1
Water Quality Tables
Water Quality - level 1
Name Type Length Units Range Description
State ID C 10
Agency ID C 10
Well /Station ID C 8
Well /Station type C 8
Date of sample N 12 yyyymmddhhm
m
date and time of collection
Lab ID C 10 identity of laboratory
Sample ID C 10 sample sequence number
Date of test N 8 yyyymmdd date of lab test
Colour N 3+0 0-100 water color
Temperature N 5 dddnn water temperature Celsius
Odour N 2+0 0-10 odour
Osat N 3+0 % 0-100 oxigen saturation percentage
pH N 2+1 -log (H+) water acidic value
EC N 3+0 mS/m 0-1000 electrical conductivity
DO N 2+1 mg/l 0-20 dissolved oxygen
Water Quality - level 2 (additional to level 1)
Name Type Length Units Range Description
State ID C 10
Agency ID C 10
Well /Station ID C 8
Well /Station type C 8
Date of sample N 8 yyyymmdd date of collection
Time of sample N 4 hhmm time of collection (hour,minute)
Lab ID C 10 identity of laboratory
Sample ID C 10 sample sequence number
Date analysis N 8 yyyymmdd date of lab test
SS N 3+1 mg/l 0-1000 suspended solids
DS N 3+1 mg/l 0-1000 dissolved solids
TS N 3+1 mg/l 0-1000 total solids
Turb N 3+2 NTU 0-100 turbidity
Alk-phen N 4+1 mg/l CaCO3 0-5000 alkalinity up to phenolphthalein (pH)
Alk-tot N 4+1 mg/l CaCO3 0-5000 alkalinity up to methyl red (pH 4.3)
CO3 N 3+3 mg/l 0-1000 carbonate
HCO3 N 3+3 mg/l 0-1000 bicarbonate
Cl N 5+0 mg/l 0-20000 chloride
SO4 N 4+0 mg/l 0-3000 sulfate
Ca N 3+1 mg/l 0-1000 calcium
Mg N 3+1 mg/l 0-1000 magnesium
TH N 3+1 mg/l CaCO3 0-1000 total hardness
Na N 4+0 mg/l 0-2000 sodium
17. 15 October, 2002 2
K N 3+1 mg/l 0-1000 potassium
NO2-N N 1+3 mg/l 0-1 nitrite nitrogen
NO3-N N 3+1 mg/l 0-1000 nitrate nitrogen
NH4-N N 3+2 mg/l 0-1000 ammonium nitrogen
KjelN N 3+1 mg/l 0-1000 kjeldahl nitrogen
oPO4-P N 3+2 mg/l 0-100 ortho phosphate
P-tot N 3+2 mg/l 0-100 total phosphorus
Chlf-a N 3+1 mg/l 0-1000 chlorophyll-a
BOD3-27 N 3+1 mg/l 0-1000 biochemical oxygen demand
COD N 3+1 mg/l 0-1000 chemical oxygen demand
Ecoli MPN N 8+0 MPN/100ml 0-
9E+07
E coliform bacteria
Tcoli MPN N 8+0 MPN/100ml 0-
9E+07
total coliforms
Tcoli mem N 8+0 MPN/100ml 0-
9E+07
total coliforms(mem)
Fcoli MPN N 8+0 MPN/100ml 0-
9E+07
fecal coliforms
Fcoli mem N 8+0 MPN/100ml 0-
9E+07
fecal coliforms(mem)
B N 1+2 mg/l 0-9 boron
F N 3+3 mg/l 0-1000 fluoride
AL N 3+2 mg/l 0-100 aluminium
Fe N 3+1 mg/l 0-1000 iron
Mn N 3+2 mg/l 0-100 manganese
SiO2 N 3+1 mg/l 0-1000 silica
Water Quality - level 2+(additional to level 2)
Name Typ
e
Length Units Range Description
State ID C 10
Agency ID C 10
Well /Station ID C 8
Well /Station type C 8
Date of sample N 8 yyyymmdd
Lab ID C 10 identity of laboratory
Sample ID C 10 sample sequence number
Date of test N 8 yyyymmdd date of lab test
Ag N 1+3 mg/l 0-1 silver
As N 1+3 mg/l 0-1 arsenic
Ba N 3+3 mg/l 0-1000 barium
Cd N 1+3 mg/l 0-1 cadmium
Cr N 1+3 mg/l 0-1 chromium
Cu N 1+3 mg/l 0-1 copper
Co N 1+3 mg/l 0-1 cobalt
Hg N 1+3 mg/l 0-1 mercury
Ni N 1+3 mg/l 0-1 nickel
Se N 3+3 mg/l 0-1000 selenium
Pb N 1+3 mg/l 0-1 lead
18. 15 October, 2002 3
V N 3+3 mg/l 0-1000 vanadium
Zn N 1+3 mg/l 0-1 zinc
CN N 3+3 mg/l 0-1000 cyanide
det N 3+2 mg/l 0-1000 detergents (SAAM-lai)
min oil N 3+3 mg/l 0-1000 mineral oil
Water Quality - level 3 (additional to level 2+)
Name Typ
e
Length Units Range Description
State ID C 10
Agency ID C 10
Well /Station ID C 8
Well /Station type C 8
Date of sample N 8 yyyymmdd
Lab ID C 10 identity of laboratory
Sample ID C 10 sample sequence number
Date of test N 8 yyyymmdd date of lab test
PAH N 1+3 mg/l 0-1 poly aromatic hydrocarbon
PCB N 1+3 mg/l 0-1 poly chlorinated biphenyls
pest N 1+3 mg/l 0-1 pestices
phen N 1+3 mg/l 0-1 phenolic compounds
VOX N 1+3 mg/l 0-1 volatils haloginated hydrocarbons
Water Quality - level X
Name Type Length Units Range Description
State ID C 10
Agency ID C 10
Well /Station ID C 8
Well /Station type C 8
Date of sample N 8 yyyymmdd
Lab ID C 10 identity of laboratory
Sample ID C 10 sample sequence number
Date of test N 8 yyyymmdd date of lab test
Abs N 3+3 mg/l 0-1000 alkyl benzene sulfanate
BOD5-20 N 3+1 mg/l 0-1000 biochemical oxygen demand (5 days,
20 deg)
CO2 N 3+3 mg/l 0-1000 free carbon dioxide
DOC N 3+1 mg/l 0-1000 Dissolved organic carbon
FStrc N 5+0 mpn/100ml 0-
1E+05
feacal streptococci
Grease N 3+1 mg/l 0-100 grease
N-tot N 3+3 mg/l 0-1000 total nitrogen
Org-N N 3+3 mg/l 0-1000 organic nitrogen
Org-P N 3+3 mg/l 0-1000 organic phosphorous
POC N 3+3 mg/l 0-1000 particulate organic carbon
S N 0+2 mg/l 0-0.05 selinity (hardness)
TOC N 3+3 mg/l 0-1000 total organic carbone
TVS N 3+0 mg/l 0-1000 total volatile solids
19. 15 October, 2002 4
TotOil N 3+3 mg/l 0-1000 total oil
Lab Data
Name Type Length Units Range Description
State ID C 10
Agency ID C 10
Lab ID C 10 identity of laboratory
Lab Name C 20
Lab Address C 50
Telephone No N 10 telephone number (including town)
Lab Type C 20 analysis made in laboratory
Sample Details
Name Type Length Units Range Description
Sample ID C 10
Agency ID C 10
Date Collection N 12 yyyymmddhh
mm
date and time of collection
Type C 10 code type of sample
Medium C 10 code for medium sampled
Matrix C 10 code for matrix sampled
Method C 10 code for sampling method
Depth N 6 location
Treatment C 10 code for treatment of sample after
collection
Preservation C 10 code for preservation of sample
Project C 10 code of the project under which
sampled
Collector C 20 collector’s name
Parameter Data
Name Type Length Unit Range Description
Param_Id C 10
Name C 30
Cat1 C 1 C/P/B Chemical, physical, biological
Cat2 C 1 S/M/H/O salts, metals, heavy metals, organics
Unit C 10 reporting unit
Min N 10 minimum value
Max N 10 maximum value
Decimal N 1 number of decimals
Hp-Level I/ II/ II+/
III
analysis level under HP
Remarks C 50
20. 15 October, 2002 5
Analysis Method
Name Type Length Units Range Description
Parm ID C 10
Analysis C 20 method of analysis
Type C 1 P/S P-directly measured,S-calculated from
primary parameters
Accuracy C 10 estimated accuracy (%) of reported
value or absolute range in reporting
units
Detect limit C 10 detection limit, below this value,
report as d.l.
Work range C 10 range in which the analytical method
works
Report range C 10 allowed reporting range (after
calculation from the work range
Reference C 50 reference to the method (standard
method mostly)
Lab Analysis
Name Type Length Units Range Description
Lab-Anal ID C 10 lab analysis ID
Analysis C 20 method of analysis
Lab ID C 10 lab ID
Sample ID C 10 sample ID
Value N 10 measured value
Date Received N 8 yyyymmdd
Date analyzed N 8 yyyymmdd
Filtration C 10 code of filtration method
Digestion C 10 code of digestion method
Project C 10 project under which this analysis was
carried out
Analyst C 20 name of analyst
Approval Analyst C 1 Y/N approved by analyst
Approval Chief C 1 Y/N approved by chief chemist