Operation and maintenance of a treatment plant is task. This is done to expand the life time of the treatment plant. So its necessary to keep the water treatment plant with a good look after on the hand of operation and also in maintenance both simultaneously. The given slides show some operation and maintenance processes to carry out a water treatment plant.
Introduction: Wastewater flow and its characteristics, Wastewater collection systems, Estimation and variation of wastewater flows. Problems of industrial wastewaters, sampling protocol, equalization, neutralization, proportioning processes, volume and strength reduction. Preliminary, primary, secondary and tertiary wastewater treatment processes. Theory
and design of screens, grit chambers, sedimentation, coagulation, flocculation
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
Components of Water Treatment Plant, Methods of Water Treatment, Process of Water Treatment such as Aeration, Sedimentation, Filtration and Disinfection etc.
Introduction: Wastewater flow and its characteristics, Wastewater collection systems, Estimation and variation of wastewater flows. Problems of industrial wastewaters, sampling protocol, equalization, neutralization, proportioning processes, volume and strength reduction. Preliminary, primary, secondary and tertiary wastewater treatment processes. Theory
and design of screens, grit chambers, sedimentation, coagulation, flocculation
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
Components of Water Treatment Plant, Methods of Water Treatment, Process of Water Treatment such as Aeration, Sedimentation, Filtration and Disinfection etc.
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
Industrial wastewater treatment describes the processes used for treating wastewater that is produced by industries as an undesirable by-product. After treatment, the treated industrial wastewater (or effluent) may be reused or released to a sanitary sewer or to a surface water in the environment. Some industrial facilities generate wastewater that can be treated in sewage treatment plants. Most industrial processes, such as petroleum refineries, chemical and petrochemical plants have their own specialized facilities to treat their wastewaters so that the pollutant concentrations in the treated wastewater comply with the regulations regarding disposal of wastewaters into sewers or into rivers, lakes or oceans.
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
This presentation envisages on theory Of Filtration, Types of Filters, Slow Sand, Rapid Sand and Pressure Filters Including Construction, Operation, Cleaning, Operational Problems In Filters, Design criteria of Slow & Rapid Sand Filter Without Under Drainage System.
Upflow anaerobic sludge blanket (UASB) technology, normally referred to as UASB reactor, is a form of anaerobic digester that is used in the treatment of wastewater.
The UASB reactor is a methanogenic (methane-producing) digester that evolved from the anaerobic clarigester. A similar but variant technology to UASB is the expanded granular sludge bed (EGSB) digester. A diagramatic comparison of different anaerobic digesters can be found here.
UASB uses an anaerobic process whilst forming a blanket of granular sludge which suspends in the tank. Wastewater flows upwards through the blanket and is processed (degraded) by the anaerobic microorganisms. The upward flow combined with the settling action of gravity suspends the blanket with the aid of flocculants. The blanket begins to reach maturity at around 3 months. Small sludge granules begin to form whose surface area is covered in aggregations of bacteria. In the absence of any support matrix, the flow conditions creates a selective environment in which only those microorganisms, capable of attaching to each other, survive and proliferate. Eventually the aggregates form into dense compact biofilms referred to as "granules".A picture of anaerobic sludge granules can be found here.
Biogas with a high concentration of methane is produced as a by-product, and this may be captured and used as an energy source, to generate electricity for export and to cover its own running power. The technology needs constant monitoring when put into use to ensure that the sludge blanket is maintained, and not washed out (thereby losing the effect). The heat produced as a by-product of electricity generation can be reused to heat the digestion tanks.
The blanketing of the sludge enables a dual solid and hydraulic (liquid) retention time in the digesters. Solids requiring a high degree of digestion can remain in the reactors for periods up to 90 days. Sugars dissolved in the liquid waste stream can be converted into gas quickly in the liquid phase which can exit the system in less than a day.
Deals with primary sedimentation tanks for the primary treatment of sewage. settling column test, settling profile graph construction and use of the settling profile graph for the design of primary sedimentation tank. both circular and rectangular settling tanks are described here.
Here you will get all information about sewer design, its type & various tests carried out on it for any leakage or any obstruction present and of improper joints.
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
Industrial wastewater treatment describes the processes used for treating wastewater that is produced by industries as an undesirable by-product. After treatment, the treated industrial wastewater (or effluent) may be reused or released to a sanitary sewer or to a surface water in the environment. Some industrial facilities generate wastewater that can be treated in sewage treatment plants. Most industrial processes, such as petroleum refineries, chemical and petrochemical plants have their own specialized facilities to treat their wastewaters so that the pollutant concentrations in the treated wastewater comply with the regulations regarding disposal of wastewaters into sewers or into rivers, lakes or oceans.
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
This presentation envisages on theory Of Filtration, Types of Filters, Slow Sand, Rapid Sand and Pressure Filters Including Construction, Operation, Cleaning, Operational Problems In Filters, Design criteria of Slow & Rapid Sand Filter Without Under Drainage System.
Upflow anaerobic sludge blanket (UASB) technology, normally referred to as UASB reactor, is a form of anaerobic digester that is used in the treatment of wastewater.
The UASB reactor is a methanogenic (methane-producing) digester that evolved from the anaerobic clarigester. A similar but variant technology to UASB is the expanded granular sludge bed (EGSB) digester. A diagramatic comparison of different anaerobic digesters can be found here.
UASB uses an anaerobic process whilst forming a blanket of granular sludge which suspends in the tank. Wastewater flows upwards through the blanket and is processed (degraded) by the anaerobic microorganisms. The upward flow combined with the settling action of gravity suspends the blanket with the aid of flocculants. The blanket begins to reach maturity at around 3 months. Small sludge granules begin to form whose surface area is covered in aggregations of bacteria. In the absence of any support matrix, the flow conditions creates a selective environment in which only those microorganisms, capable of attaching to each other, survive and proliferate. Eventually the aggregates form into dense compact biofilms referred to as "granules".A picture of anaerobic sludge granules can be found here.
Biogas with a high concentration of methane is produced as a by-product, and this may be captured and used as an energy source, to generate electricity for export and to cover its own running power. The technology needs constant monitoring when put into use to ensure that the sludge blanket is maintained, and not washed out (thereby losing the effect). The heat produced as a by-product of electricity generation can be reused to heat the digestion tanks.
The blanketing of the sludge enables a dual solid and hydraulic (liquid) retention time in the digesters. Solids requiring a high degree of digestion can remain in the reactors for periods up to 90 days. Sugars dissolved in the liquid waste stream can be converted into gas quickly in the liquid phase which can exit the system in less than a day.
Deals with primary sedimentation tanks for the primary treatment of sewage. settling column test, settling profile graph construction and use of the settling profile graph for the design of primary sedimentation tank. both circular and rectangular settling tanks are described here.
Here you will get all information about sewer design, its type & various tests carried out on it for any leakage or any obstruction present and of improper joints.
Promising SriLankan minerals for Nano-technologyHome
Nano-technology is enhancing the supply of day today unlimited needs and wants. Using nano technology and available resources within the country many things can be done for the future development. In this draft, its only mentioning main minerals and nano-technological practices.
Treatment plant capacity – 180,000 m3/day; Construction of Raw Water Intake pumping station (4 pumps with each pump capacity 737 l/s), Flocculation and Clarification Units (total V=12500m3), Gravity Filters (total V=7000m3), Contact/Clear Water Tanks (totalV=10000m3), Treated Water PS, Sludge treatment Units, Chemical, Chlorine and Administrative buildings. Total in-situ reinforced concrete quantity – 21000m3;
Comparison of NFL teams like Dallas Cowboys and Chicago Bears on Social MediaUnmetric
With the season drawing a large amount of buzz, it makes social media the best place to interact with and engage fans.Here are some stats and tactics that the 32 NFL teams followed to stay ahead of competition using social media.
The water to be used for the preparation of haemodialysis fluids needs treatment to achieve the appropriate quality. The water treatment is provided by a water pre-treatment system which may include various components such as sediment filters, water softeners, carbon tanks, micro-filters, ultraviolet disinfection units, reverse osmosis units, ultrafilters and storage tanks. The components of the system will be determined by the quality of feed water and the ability of the overall system to produce and maintain appropriate water quality.
everything about secure landfilling along with some examples as well as some criteria of developing such landfills specially in case of hazardous waste
This PPT dicusses about the Stirred Tank Bioreactor and its features mainly used in Fermentation process.
Useful for students doing their Bachelor's in Life Science
Similar to Operation & maintenance aspects of a Water treatment plant. (20)
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
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Heap sort is a comparison-based sorting technique based on Binary Heap data structure. It is similar to the selection sort where we first find the minimum element and place the minimum element at the beginning. Repeat the same process for the remaining elements.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
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Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
2. Introduction.
“Operation and maintenance refers to all of the
activities needed to run a water supply and
sanitation scheme, except for the construction
of new facilities. The overall aim of operation
and maintenance is to ensure efficiency,
effectiveness and sustainability of water supply
and sanitation facilities”
-(CASTRO 2009)
• Operation & Maintenance (O&M) service
means that we care about your assets.
2
3. With our experienced and highly qualified
personnel we will provide the following services:
• Operation (24/7)
• Preventive Maintenance
• Corrective Maintenance
• Condition Monitoring
• Remote Monitoring by Expert Center
• Provision of Spare Parts and Consumables
• Repair and Refurbishment of major
components
• Execution of scheduled Outages
3
4. Operation and maintenance of a water treatment plant.
4
Screeners:
• In the case of hand raked screens, the screens should be raked at least hourly.
• Screenings should be allowed to drain for an hour, until the screen is raked
again.
• Surfaces on which screenings have been deposited, should be hosed down on a
daily basis, in such a way that wash water flows back into the wastewater
stream.
• There is often more than one grit channel or grit removal hopper.
• Grit channels should be taken out of operation at least once a day, drained and
the grit deposited onto drainage platforms
• The total flow should be read daily at the same time and recorded.
6. Coagulation & flocculation:
• There usually are two parallel systems of coagulation/flocculation units in a
treatment plant to facilitate removing one half of the basins from service for
maintenance.
The best flocculation usually is achieved by more than one unit in a series.
Each unit is separated by baffles to prevent short circuiting.
Also, all inlets and outlets are baffled to prevent short circuiting.
• The flocculators usually are driven by variable speed drive units. With multiple
units, it is desirable to reduce the speed of the flocculators in each succeeding
unit to prevent breaking up the large floc particles which have formed.
• The flocculators should have a detention time of 30 minutes.
6
7. • In the event the flocculation units appear to be ineffective, a careful
analysis of the process should be done using jar tests, varying both the
doses of chemicals and the speed of the flocculators to determine if an
improved process could be developed.
• The maintenance of the flocculation drive units usually is lubrication of
the motor and drive units according to the manufacturer's
recommendations.
• Horizontal paddles usually have submerged bearings, drive chains, or
packing which requires additional checking and maintenance.
• The flocculation basins should be drained approximately every six months
to check the condition of the paddles or blades, to remove any
accumulation of settled material, and to check on the condition of the
basin's structure.
7
Coagulation & flocculation (cont.):
8. • Sedimentation is the slow, quiet settling of the floc and suspended
matter from the water by gravity. The sedimentation basins can be
rectangular or circular in shape.
• There should be at least duplicate units to facilitate cleaning.
• The basins should have a detention time of four (4) hours.
• The inlet devices should be designed to distribute the water for
uniform velocities and care should be taken to prevent short circuiting
of flows.
• There should be surface skimming to collect floating debris, such as
leaves, scum, etc.
• When the basins are drained for cleaning, the condition of the basins
and the sludge collection equipment should be checked carefully.
8
Sedimentation:
10. Filtration:
• The filtration process is the passing of the water through a bed of fine material, such
as sand, coal, or other fine granular material. The filter media can be uniform in
sizing, but higher and more effective filter rates are attained by use of mixed media.
• As a coating builds and penetrates into the filter bed, the head loss across the filter
becomes greater until the flow rate is greatly reduced. At this time the filter must be
backwashed to cleanse the media of the floc and particulate matter.
The filter control valves should be checked routinely for proper operation and
any leakage.
The filter media should be examined annually to evaluate its overall condition. Is
the media uniformly graded and distributed? Is there the proper depth of each
gradation of media? Expose the underdrain system to check if the holes or
nozzles are clogged.
The backwash and surface wash pumps should be checked and lubricated
according to the manufacturer's recommendations.
The surface wash equipment, including nozzles, should be checked periodically
for free operation and proper position over the media. 10
11. Disinfection:
• Water can be disinfected by heat, radiation, or chemical treatment; however,
the only widely accepted method is chemical treatment.
• Chlorination usually is accomplished by either gas chlorinators, hypo-
chlorinators or chlorine dioxide generators.
On a daily basis chlorinators should be inspected for proper operation
and leaks. The items to be checked should include injector water
supply pressure, injector vacuum, chlorine supply pressure feed rate
on roto-meter tube.
The chlorine residual should be checked and recorded.
On a weekly basis check chlorinator feed rates through the full range
of its capacity, clean any filters, and check operation of all valves.
On a monthly basis, exercise all chlorine valves, inspect ventilation,
heating, and lighting equipment for proper operation.
Check the chlorinator vent line for obstructions such as insect nests,
inspect the vacuum system for leaks, and perform other
maintenance.
Inspect all safety equipment for proper operation including chlorine
alarm system and the self-contained breathing apparatus or gas
masks. 1
1
13. Disinfection(Cont.) :
• Some abnormal operating conditions which could occur are:
Chlorine leak - A chlorine leak is usually detectable by your sense of smell as
soon as you arrive at the chlorination location.
Low gas pressure - If the chlorine gas pressure drops, it usually is the result
of the chlorine container being empty, clogged filters, or closed valves. To
correct, replace the container, clean the filters, and check the valves.
Injector vacuum too low - If the injector vacuum drops too low, the
chlorinator should automatically shut off. The cause of the vacuum being
low is a leak in the vacuum hoses, low water pressure, or clogged ejector.
If there is a vacuum leak, repair the leak. If there is low water pressure,
check the source, pump operation, or line strainers. If the ejector is
clogged, remove and clean it.
13
15. Advantages. Disadvantages.
•O&M activities ensure that the project
is sustainable in a long-term
•O&M allow for the correct provision of
services and benefit of end-users
•O&M prevent the systems to collapse
creating environmental and health
hazards
•Community can be involved in O&M
• O&M activities cost time and money,
and therefore a provision for financing
O&M has to be planned before the
project starts
15
16. Reference
1. Beyond, A., Control, E. S., & Knowledge, O. (n.d.). Chapter 3 O & M
Management, 1–15.
2. Plan, M., & East, F. T. (2000). APPENDIX B OPERATIONS & MAINTENANCE PLAN.
3. Requirements, B. (n.d.). OPERATION AND MAINTENANCE MANUAL FOR WASTE
WATER TREATMENT WORKS DPW ’ s BASIC REQUIREMENTS.
4. Swartz, C., & Utilisation, W. (n.d.). OPERATION OF WASTEWATER TREATMENT
PLANTS.
16
18. 1. Why do we need to operate and maintain a water treatment plan?
2. What are two main maintenance methods?
3. What should be checked in the water treatment plant in daily routines?
4. How do the durability of assets are ensured with maintenance purposes?
18