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MUNICIPAL SOLID WASTE MANAGEMENT MANUAL

01 Part 1 - Salient FeatureS oF the mSwm MANUAL : an overviewCentral Public Health and Environmental Engineering Organisation (CPHEEO)MINISTRY OF URBAN OF INDIASWACHH BHARAT MISSIONMUNICIPAL SOLID WASTE MANAGEMENT MANUALPart I: an OvervIewCentral Public Health and Environmental Engineering Organisation (CPHEEO)GOVERNMENT OF INDIAMINISTRY OF URBAN International Cooperation2016IN COLLABORATION WITH All rights reservedNo, portion of this document may be reproduced / printed for commercial purpose without the prior permission of the Ministry of Urban Development, Government of IndiaDesigned under contract with GIZ by Aspire Design, New DelhiIn keeping with the advancements in this sector, updates as and when found necessary will be hosted in the Ministry website: and the reader is advised to refer to these also.

Municipal Solid Waste Management Plan Implementation 50 6.1 Municipal Solid Waste Management Plan Implementation and Requisite Clearances 50 6.2 Contracting Arrangements for Municipal Solid Waste Management Plan Service Provision 52. xix 6.2.1 Enabling Conditions for Successful Private Sector Participation and

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COMPOSITION AND QUANTITY OF SOLID WASTE

cpheeo.gov.in

cases although the active agents may be liquid or gaseous, they are classified as solid wastes because they are confined in solid containers. Typical examples are: solvents, paints and pesticides whose spent containers are frequently mixed with municipal wastes and become part of the urban waste stream. Certain hazardous

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Chapter XVII - Municipal Solid Waste Landfills - CPHEEO

cpheeo.gov.in

CHAPTER 17 LANDFILLS 17.1 INTRODUCTION 17.1.1 Definition The term ‘landfill’ is used herein to describe a unit operation for final disposal of ‘Municipal Solid Waste’ on land, designed and constructed with the objective of minimum impact to the environment by incorporating eight essential components described in Section 17.3.

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CONSTRUCTION AND DEMOLITION WASTE

cpheeo.gov.in

• Rubble, brick bats, broken plaster/concrete pieces etc. can be used for building activity, such as, leveling, under coat of lanes where the traffic does not constitute of heavy moving loads. • Larger unusable pieces can be sent for filling up low -lying areas. • Fine material, such as, sand, dust etc. can be used as cover material over

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CHAPTER 6: DESIGN AND CONSTRUCTION OF SLUDGE …

cpheeo.gov.in

Part A: Engineering 6 - 10 CHAPTER 6: DESIGN AND CONSTRUCTION OF SLUDGE TREATMENT FACILITIES Figure 6.3 d Types of sludge pumps-continued 6.2.2.1 Centrifugal Pumps

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CHAPTER 4 DESIGN AND CONSTRUCTION OF SEWAGE …

cpheeo.gov.in

10. Hoisting equipment shall be provided for handling of equipment and materials, which cannot be readily lifted or removed by manual labour. Hence, in large pumping stations, gantries of adequate capacities shall be provided to lift the pumps, motors and large piping. 11.

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CHAPTER 2: SEWER SYSTEMS 2.1 INTRODUCTION

cpheeo.gov.in

Sewer collection systems are intended to be a reliable method of conveying sewage from individual discharge to sewage treatment plants. Inspection and examination are the techniques used to gather information to develop operation and maintenance programmes to ensure that new

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CHAPTER 5: SLUDGE TREATMENT FACILITIES 5.1 …

cpheeo.gov.in

CHAPTER 5: SLUDGE TREATMENT FACILITIES 5.2.2 Centrifugal Thickening Thickening by centrifugation is chosen only when space is limited or sludge characteristics will not permit the adoption of other methods. This method involves high …

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CHAPTER 10 REPAIR OF PIPE LINE - CPHEEO

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This may be the only transmission main of the system. It may be one of the two or many parallel transmission mains. It may be initial portion of the distribution system serving as the only main to supply water to the rest of the area to be served. It may be a distribution pipe serving only a part of the system. ii) Size and material of the ...

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ANNEXURE 17.1 ESTIMATION OF LANDFILL CAPACITY, …

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(a) Landfill Section and Plan is evaluated on the basis of (i) 4:1 side slope for the above -ground portion of the landfill. (ii) 2:1 side slope for the bel ow-ground portion of the landfill.

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CHAPTER 3: PUMPING STATION 3.1 INTRODUCTION

cpheeo.gov.in

arrangements are shown in Figure 3.1. Source: CPHEEO, 1993 Figure 3.1 Typical drywell and wetwell installations 3.2.1 Dry Pit The size of the dry pit should be adequate for the number of pumps planned and should be such as to handle the sewage load at the desired pumping capacity. Allowance should also be made for future requirements of ...

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Chapter XVII - Municipal Solid Waste Landfills

cpheeo.gov.in

municipal solid waste (MSW) disposal units. The term ‘landfill’ can be treated as synonymous to ‘sanitary landfill’ of Municipal Solid Waste, only if the latter is designed on the principle of waste containment and is characterised by the presence of a liner and leachate collection system to prevent ground water contamination.

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Municipal solid waste (MSW) in the United States is simultaneously a significant disposal problem in many locations and a potentially valuable resource. As shown in . Figure 1, the United States produced more than 260 million tons of MSW in 2015, per Environmental Protection Agency (EPA) definitions. This equates to

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