Energy, the water sector and rapid urbanization in the South. Lessons from Asia, Africa and Latin America

Similar documents
Wastewater Management in Developing Countries. Dr. Mushtaq Ahmed Memon Programme Officer, UNEP IETC

Indian Health Service Sanitation Facilities Construction Program Wastewater Lagoon Operation & Maintenance

Sanitary Sewer Systems. Sewage Collection System. Types of Sewage 10/12/2016. General Overview

ATTACHMENT 1 GENERAL FACILITY INFORMATION. BOD5 mg/l mg/l TSS mg/l mg/l NH3-N mg/l mg/l

Challenges in Wastewater Treatment and Management in Asia:

W O C H H O L Z R E G I O N A L W A T E R R E C L A M A T I O N F A C I L I T Y O V E R V I E W

STRUCTURAL AND OPERATIONAL STUDY OF 339 MLD SEWAGE TREATMENT PLANT AT AMBERPET

19. AEROBIC SECONDARY TREATMENT OF WASTEWATER

Technological improvements in compact UASB/SBTF systems for decentralized sewage treatment in developing countries


ADAPTING LOW COST WASTEWATER TREATMENT TECHNOLOGIES FOR RURAL AREAS IN THE WEST BANK

Prof. Arunabha Majumder. School of Water Resources Engineering Jadavpur University

Available online Journal of Scientific and Engineering Research, 2017, 4(1): Research Article

Lagoons Operation and Management in New Brunswick

OPERATION OF AN STP FOR RECYCLED WATER PRODUCTION PLANT. Iain Fairbairn. Iain Fairbairn, Plant Manager, Sydney Water

CIE4485 Wastewater Treatment

WESTDALE WWTP AUGMENTATION AND REUSE FARM. Stephen Sullivan and Jamie Hunt. Tamworth Regional Council

Module 19 : Aerobic Secondary Treatment Of Wastewater. Lecture 24 : Aerobic Secondary Treatment Of Wastewater

Wastewater Treatment Design of Waste Stabilization Ponds

Saph Pani. Enhancement of natural water systems and treatment methods for safe and sustainable water supply in India

FAYOUM CITY SEWAGE TREATMENT PLANT, DEVELOPMENT STAGES, CASE STUDY

Municipal wastewater treatment in Latin-America:

WASTEWATER TREATMENT. Nelson Environmental Inc. Nelson Environmental Inc.

Mr.Kyaw Zin Assistant Director Department of Engineering (Water Supply & Sanitation) NayPyiTaw Development Committee, NAYPYITAW, MYANMAR

TABLE OF CONTENTS SCHEDULE 18 (TECHNICAL REQUIREMENTS) DBFO AGREEMENT SECTION 2 - WATER AND WASTEWATER SYSTEMS EXECUTION VERSION

Sixteenth International Water Technology Conference, IWTC , Istanbul, Turkey 1

Best practice in monitoring process, operation and maintenance of wastewater treatment plants 12 September 2011, Bucharest

Current Status of Myanmar on Sewage and Sanitation

Palestinian Water Sector Capacity Building

4 Onsite Sewage Systems

Chapter 4 WATER SUPPLY SYSTEM

WASTEWATER DEPARTMENT CITY OF MANNHEIM

SECTOR ASSESSMENT: WATER SUPPLY AND OTHER MUNICIPAL INFRASTRUCTURE AND SERVICES. 1. Sector Performance, Problems, and Opportunities

21 st Century Biofilm Reactors TREATING FOR TROUT. Northport/Leelanau Township Wastewater Treatment Facility. Presented by: Rich Grant, PE

Effects of high-strength faecal sludge in wastewater stabilization ponds: Port-au-Prince, Haiti

I am writing in response to your request for a Revenue Legal Opinion addressing the Sales Tax on the Wastewater Treatment equipment.

Texas Commission on Environmental Quality Page 1 Chapter 30 - Occupational Licenses and Registrations

Thornton Sewer Plant Operations Manual -DRAFT-

Water Demand and Waste Water Management, Rajkot, India

MOSES BASITERE 13th IWA Specialized conference on small water and wastewater Systems (SWWS)

Dealing with Unexpected Wastewater Treatment Plant Disruptions. February 16, 2017

Unit 6. The current wastewater treatment systems in Gaza Strip

CEDAR CREEK Wastewater Treatment Facility

Remote Waste. (AOWMA) is the provincial, not-for profit, organization established to educate, train and certify industry professionals.

Overview of anaerobic treatment options for sustainable sanitation systems Dr. Elisabeth v. Münch (leader of GTZ ecosan program)

Small Scale Wastewater Treatment in Ghana (a Scenerio)

Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments

WASTE WATER T*R*E*A*T*M*E*N*T T*E*C*H*N*O*L*O*G*I.E

Your Guide to the. Budd Inlet Treatment Plant

Ml/d. Ml/d. Ml/d. Ml/d

Advanced Onsite Wastewater Treatment Overview

Construction of first wastewater treatment plant in Kosovo: an EU pilot project

Activated Sludge Treatment Extended Aeration (EA) and Sequencing Batch Reactor (SBR) Systems

. ARUSHA URBAN WATER SUPPLY AND SANITATION AUTHORITY (AUWSA)

City of Redlands Wastewater Treatment Plant. Redlands, CA LOCATION: Carollo Engineers; CH2M HILL MBR MANUFACTURER: COMMENTS:

WASTEWATER TREATMENT SYSTEM

Large Wastewater Treatment Plants Prague, Czech Republic, 2003 COST EFFECTIVE SOLUTIONS FOR SEWAGE TREATMENT IN DEVELOPING COUNTRIES

Decentralized WW Management: Issues for Small-Scale WWTPs. Mike Stephens MWEA Local Sections Committee Frankenmuth, MI

Adelere Ezekiel Adeniran, Ph.D., FNSE University of Lagos, Nigeria

Current Status of Water Environment in Kathmandu Valley, Nepal

Sanitary and Environmental Engineering I (4 th Year Civil)

6 WASTEWATER. 6.1 Overview. 6.2 Darvill Wastewater Works

KEY WORDS Anaerobic lagoons ; reaction constant ; operation ; per capita sludge ; loading rate.

OPERATION AND MAINTENANCE MANUAL FOR SEWAGE TREATMENT PLANT

Minnesota Pollution Control Agency

MUNICIPAL WATER POLLUTION PREVENTION (MWPP) ANNUAL REPORT

CTB3365x Introduction to Water Treatment

Constructed Wetlands

Case History: Anaerobic and Aerobic Treatment of Textile Wastes at South Carolina Textile Plants. Introduction

CHEMICAL FREE PHOSPHOROUS ELIMINSTION P-UPTAKE PROCESS

INTRODUCTION OF THE IC REACTOR IN THE PAPER INDUSTRY

JEDDAH INDUSTRIAL CITY

Experience and Strategy of the City of Yokohama Capabilities & Achievements of Yokohama Waterworks Bureau

Centralized vs. Decentralized Systems: Which is Which For You?

Education on Common Household Sewage Treatment Systems Found In Allen County, OH

WWETCO FlexFilter and Bio-FlexFilter

The Effect of Bio-Domes and Bio-Shells on Algae

Read: Case Study: America s First River : A Success Story Summarize the story of the Hudson River and PCB s:

GANGA ACTION PLAN IN INDIA AN OVERVIEW

EXTENSIVE AND NATURAL SYSTEMS FOR WASTEWATER TREATMENT

12 System malfunction symptoms, problems, solutions

Sanitation Technology Options in Lesotho

Lowering The Total Cost Of Operation

Excreta Matters: 7 th Citizens Report on the state of India s Environment. An agenda for water-prudent and waste-wise India.

Improving Septic Tank Performance by Enhancing Anaerobic Digestion NOWRA Onsite Wastewater Mega-Conference

Section 8: Amended Soil Mounds. 8. Amended Soil Mounds

Jeddah water & wastewater management contract

Primer for Municipal Wastewater Treatment Systems

Trickling Filters and Rotary Biological Contactors

TWO YEARS OF BIOLOGICAL PHOSPHORUS REMOVAL WITH AN ADVANCED MSBR SYSTEM AT THE SHENZHEN YANTIAN WASTEWATER TREATMENT PLANT

Efforts for use of methane gas in wastewater treatment of Japan

New anaerobic technologies More biogas at lower costs

COMMUNITY PARTICIPATION IN DEVELOPMENT, OPERATION AND MAINTENANCE OF WATER SUPPLY AND SEWERAGE SERVICES

AquaPASS. Aqua MixAir System. Phase Separator. System Features and Advantages. Anaerobic. Staged Aeration. Pre-Anoxic.

International Conference Thai Water 2013: Water for the Future Decentralized Domestic Wastewater Treatment in Asia

LOW OPERATING COST WASTEWATER TREATMENT TECHNOLOGIES FOR RED MEAT AND OTHER INDUSTRIES

The 3rd International Workshop and 7th Annual Meeting of Water Environment Partnership in Asia (WEPA), Manila, Philippines September 2011

Sewer Charge & Surcharge Provision Development, Implementation & Benefits

Primary Clarifier Odor Control Replacing Nitrates with D.O. Kevin Jacobs, P.E. ECO Oxygen Technologies

Section 5 Sewerage Works

Transcription:

Energy, the water sector and rapid urbanization in the South Lessons from Asia, Africa and Latin America

Structure of presentation Introduction the context and overview of efficiency and energy-related issues Improving the efficiency of water supply systems Wastewater pumping costs and challenges The energy requirements of wastewater treatment choosing an appropriate technology Some thoughts on institutions 14/08/2015 2

The context Rapid urbanization Limited service coverage by formal piped water supply systems Poor system performance intermittent supply, low pressures, unreliable supply, poor quality water at taps Low proportion of wastewater treated treatment facilities that do exist often produce poor results Institutional capacity limited lack of an information-based planning culture 14/08/2015 3

Conditions for effective operation Facilities Must be appropriate Can be operated and maintained with available financial and management resources Design details must take account of operational needs Condition must allow effective O&M Old facilities in poor condition may have to be replaced Relevant information available Effective operation Adequate funding for investment, repair, operation and maintenance Management systems Senior decisionmakers recognise the importance of good O&M Managers and workers have required knowledge skills, powers and motivation 14/08/2015 4

How conditions relate to energy FUNDING - Funding shortfalls largely due to high electricity bills (High proportion of expenditure) FACILITIES - Unreliable electricity supply affects operation Poor planning, inappropriate technology, lack of maintenance result in higher than necessary energy costs INFORMATION - Lack of information makes rational decision-making difficult MANAGEMENT SYSTEMS Weak management results in lack of commitment to addressing problems 14/08/2015 5

Water supply Focus on improving finances by reducing pumping costs

Current situation Vicious circle of poor performance and low income. Poor level of service Increasing production capacity unlikely to solve problems Need to reduce costs, improve performance Funds for investment/ O&M inadequate Operating costs exceed revenue Low willingness to pay Power bills often high proportion of operating cost Need for strong focus on more effective use of power 14/08/2015 7

Low-cost actions to reduce energy bills (Recommendations from studies in India and Pakistan) Provide capacitors on pumps to increase power factor Replacement/modification of inappropriately sized pumps and motors Ensure that contracts with energy suppliers are based on accurate assessment of demand Decommission tubewells that are contributing little or no water to the system Ensure that elevated reservoirs are used rather than by-passed (Thus reducing variations in pumped flows) Regular pump/motor maintenance 14/08/2015 8

Changing the source an option? Water table is dropping beneath most cities Would switch from groundwater to surface water reduce energy costs? Approach adopted for Dhaka, Bangladesh But some cities are remote from surface water sources examples from India include Bengalaru (Bengalaru) and Mahbubnagar. Focus for such cities should first be on reducing unaccounted-for water? 14/08/2015 9

Reducing leakage and wastage Bigger potential gains but more difficult Estimated water losses often exceed 50%. Reducing losses will clearly reduce pumping costs but how can this be achieved? Obvious challenge is lack of information most systems in South Asia have no metering, bulk or household, no information on system pressures and poor distribution system records. 14/08/2015 10

Some leakage is obvious Ndola Zambia Leak from transmission main obvious but difficult to repair Bhopal India Leaking distribution main. Easy to survey then fix? But how to deal with diffuse leakage from house connections and wastage at the consumer s premises? 14/08/2015 11

Findings from some field investigations Jaranwala, Pakistan Town with population around 150,000, supplied mainly from tubewells drawing seepage water from below canal Pressure and flow measurements (using portable ultrasonic meters) found: Low pressures, particularly in older parts of the system Some tubewell pumps delivering high flow at low pressure. 14/08/2015 12

Relevant findings from other locations In many cases, rapid drop in pressure from source to consumer. Many households/institutions store water in tanks but few tanks have float valve to prevent overflow when full. Computer simulation using EPANET with reservoirs assumed at nodes reproduced conditions observed in field Overflow from tank on Government building, Patna, India Conclusion - wastage is occurring from open connections 14/08/2015 13

Options for reducing losses Reducing pressure not possible where pressures already very low. Possible actions to reduce wastage: Require/provide float valves on tanks Meter connections Use zoning and district metering to gain better understanding of water flows and where losses are occurring All these actions require strengthened institutions easy to say but more difficult to achieve! 14/08/2015 14

Wastewater management Options for reducing pumping and wastewater treatment costs

Sanitation and wastewater disposal background Formal sewerage coverage often limited But many cities have extensive informal sewerage coverage (Examples on right) Small percentage of wastewater treated Sewers often surcharged - pumping station wet wells operated with high water level to reduce pumping costs/ suction head Dhaka Bangladesh Sialkot Pakistan 14/08/2015 16

Inadequate sewage pumping stations Larkana, Pakistan single pump, high suction lift, poorly aligned. Needs frequent repair Sialkot, Pakistan. Wet well - dry well arrangement failed. Replaced by pump with high suction lift 14/08/2015 17

Inefficient practices Karnal Haryana, India Pumping station operating during storm. Pumping into drain but overflowing back into pumping station just to the right of the picture Clearly there is scope for improvement! 14/08/2015 18

Treatment options CONVENTIONAL TREATMENT Activated sludge and its variants (SBRs etc.) Trickling filters Aerated lagoons EXTENSIVE TREATMENT Waste stabilization ponds and constructed wetlands ANAEROBIC TREATMENT Upward flow anaerobic sludge blanket (UASB) Anaerobic waste stabilization ponds NEW TECHNOLOGIES Membrane filtration 14/08/2015 19

Energy requirements of various technologies Waste stabilization ponds Very low energy requirement but land requirements high particularly where winters are cold. Trickling filters Medium energy use (US figure given by ESMAP 0.177kWh/m3) Activated sludge high energy use (US figure given by ESMAP 0.272 kwh/m3) Anaerobic technologies can produce energy- (Brazil study estimated 40% of energy requirement for the treatment plant) 14/08/2015 20

Problems with conventional technologies Naivasha Kenya Wastewater lifted to screens and grit channels, then aerated lagoons and facultative/ maturation ponds Pumps not used so direct discharge to lagoon with no screening. Aerators not operated - lagoon acting as anaerobic pond. Unscreened floating material 14/08/2015 21

The Anaerobic treatment option Polishing pond only one day retention India - Ganga and Yamuna Action Plans UASB followed by polishing pond Typical BOD removal: 50 60% through UASB with further 10% through polishing pond. Not sufficient to meet Indian discharge standards 14/08/2015 22

Observations on Indian experience UASB performance worse than theoretically expected: Possible reasons: Low influent strength - BOD often less than 200mg/l Sludge build up in UASB reactor Polishing pond has limited retention not adequate to provide full secondary treatment But: Lower than expected performance not unique to UASBs problem may be inadequate operational practices rather than the technology. 14/08/2015 23

Other anaerobic options UASB followed by trickling filters Quite common in Brazil and at least one example in Egypt Anaerobic ponds followed by trickling filters used in Vietnam, proposed for Dhaka UASB could be used with mechanical aeration on basis that anaerobic treatment removes more BOD than conventional primary sedimentation tanks But some issues further work needed to improve systems (Scum removal in UASBs and escape of methane dissolved in UASB effluent). 14/08/2015 24

Institutions The biggest challenge? How to increase focus on operations in general and energy conservation in particular?

Water supply scheme Punjab, Pakistan Newly built scheme. Facilities in good condition, possible to monitor bulk water supply and record of connections should be good on relatively new scheme But: Small town, very limited management resources How will facilities be maintained? 14/08/2015 26

CPCB study of wastewater treatment Few treatment plants working well Performance not related to technology But it was related to location some States performed better than others in India Points to importance of institutions Bhopal, India Inlet works to WSP treatment Not build up of sludge 14/08/2015 27

Key institutional issues Institutional culture - in particular need for information-based decision making. Training Engineers know how to build but have little knowledge of operational matters Incentives There is more money/kudos in building than in operating Powers Often very centralized but day to day decisions often taken informally by low-level operational staff. 14/08/2015 28

Possible public operating company model 14/08/2015 29

Points on public operating company model Public operating company only takes over services when both parties agree Strong emphasis on training and capacitybuilding using local resources where possible Initial focus on taking over recently constructed/improved facilities to ensure company can provide good services 14/08/2015 30

Summary of key points Checklist of actions to be taken Identify and implement low-cost actions that can bring immediate benefits Seek better information and act on it Reduce unaccounted for water based on sound understanding of existing situation Explore anaerobic aerobic systems for wastewater treatment The challenge is to develop institutional context within which these actions can take place This will often need institutional change 14/08/2015 31

The End Questions and comments welcome