master plan formulation tool_solid waste management

7/29/2019 Master Plan Formulation Tool_Solid Waste Management

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Municipal Solid Waste Management Master Plan: Panipat

I Population

Year Population Households Particulars

1951 54,981 I Population Projections

1961 67,026

1971 87,981 If the above option is "Ava

1981 137,927 Year1991 191,000 Population

2001 268,823 51,000

If the above option is "Gro

II Current Waste Generation Decade

Year Population Quantity Per Capita Decade

no.s ton gm/day Growth Rate%

2009 347,495 124.5 358 I Appropriate size of contain

III Current Waste Composition

Biodegradable waste 56% percent II Door-to-Door Collection

Recyclable waste 20% percent % households covered by

Inert & other waste 24% percent % households covered by

III Street Sweeping Details

Total road length 270 km III SWM Vehicles & EquipmeLength of main/market roads 25 km Auto Tipper

Street sweeping details Containerized Push Cart

Roads swept daily 20% % of total road Litter Bins

Roads swept alternative day 40% % of total road Metal Container (3 m3)

Roads swept weekly 30% % of total road Dumper Placer (3m3 twin

Roads swept fortnightly 10% % of total road Metal Container (4.5 m3)

Average beat length 400 metre road per sweeper Dumper Placer (4.5m3 twi

Total number of beats 303 per day Backhoe Loader

Input Data


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User Instructio

Method/Basis

Geometric Growth Method (GM) Choose from drop down menu only

ilable Projected Data" enter projected population below

2011 2021 2031 2041

wth Rate based Project" enter below the Decadal Growth Rate to be used for Projection

Growth Rate

2001-11 2011-21 2021-31 2031-41 Input data

er bins for the town 60% 4.5 m3 containers Review the p

40% 3.0 m3 containers revise/update

Auto Tippers in wide streets and Containerized Push Carts in narrow streets

Auto Tipper 30% No data to be

Push Carts 70% select from d

nt: Market Rates Bull dozer INR 6,000,000 Enter data ifINR 250,000 Tipper Truck INR 1,200,000

INR 10,000 Tipper Tractor INR 800,000 No value to b

INR 5,000 Water Tanker (3000 lt) INR 300,000 just review o

INR 50,000 Weight Bridge (20 MT) INR 1,000,000

INR 600,000 Plant & Machinery (lump sum) INR 10,000,000

INR 65,000 Compost plant Civil works, sq.m INR 500

INR 900,000 Landfil l Cell Development, sq.m INR 1,000

INR 2,000,000 Landfill infrastructure dev, sq.m INR 250

Assumptions

Please read and understa

instructions carefully befor

template:

The cells for data input an

review are shaded with diffInput data or review the da

according to following colo

After data input, the output

be available in the "OUTP

Copy output tables to Mast


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able 4-1: Projected Population & Waste Generation

Year Population Decadal Growth Rate Households Waste Generation

No,s No,s Tons

2001 268,823 37.83% 51,000

2011 370,527 37.83% 70,295 137

2016 435,007 82,528 172

2021 510,708 37.83% 96,889 216

2026 599,583 113,750 273

2031 703,924 37.83% 133,545 343

2036 826,422 156,785 4322041 970,239 184,070 544

able 4-2: SWM Collection & Transportation Vehicles/Equipment Requirement (2011-2041)

Vehicles/Equipment 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41

Containerized Push Carts for D2D Collection

Gross Requirement no,s 217 255 299 351 412 483

To be Procured no,s 217 255 299 351 412 483

Auto Tippers for D2D Collection



Push Carts for Street sweeping



Litter Bins

Gross Requirement no,s 625 637 650 666 684 706To be Procured no,s 625 637 650 666 684 706

Closed Containers (3 m3 capacity)



Dumper Placers (twin containers of 3 m3)



Closed Containers (4.5 m3 capacity)



Dumper Placers (twin containers of 4.5 m3)



able 4-3: Details of Processing and Disposal Facility

ParticularsA. Compost Plant

Design Life (Years) 20 30

Waste Fraction Composted (%) 56% 56%

Ultimate Design Capacity (ton/d) 192 305

Land Required for compost (ha) 2.9 4.6

Equipment required

B. Landfill Facility 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41

Design Life (years) 20 30

Waste Fraction Land filled (%) 30% 30%

Design Capacity (tons) 518,271 1,103,027

Land required for landfill (ha) 9.2 19.6

Landfill cell area required (sq. m) 58,305 124,091 9,982 12,569 15,826 19,928 28,615 37,170

Equipment required

Total Land Requirement (20 Years) 12.1 ha (Compost + Landfill)Total Land Requirement (30 Years) 24.3 ha (Compost + Landfill)

Backhoe Loader-1, Tipper Truck-2, Tipper Tractor -2, Water Tanker (3000 lt)-1, Weight Bridge (20 MT)-1, Plant &

Machinery-1

Backhoe Loader-1, Bull Dozer-1


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able 4-4: Requirement of Sanitary Workers (D-to-D Collection & Sweeping)

Particulars 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41

For Sweeping & Drain Cleaning 356 362 369 378 389 401

For D-2-D collection (Auto Tipper) 28 33 38 45 53 62

For D-2-D collection (Push Carts) 231 271 318 373 438 514

Total (collection & street sweeping) 615 666 725 796 880 977

able 4-5: Capital Cost Estimates

Particulars Total (2011-2041) 2011-16 2016-21 2021-26 2026-31 2031-36 2036-41

Rs. Lakhs

Equipment & Vehicles (Collection & Transportation)

Containerized Push Carts for D2D Collection 201.70 21.70 25.50 29.90 35.10 41.20 48.30

Auto Tippers for D2D Collection 105.00 30.00 5.00 5.00 37.50 12.50 15.00

Push Carts for Street sweeping 240.90 38.00 38.70 39.50 40.40 41.50 42.80

Litter Bins 198.40 31.25 31.85 32.50 33.30 34.20 35.30

Closed Containers (3 m3 capacity) 196.00 30.50 8.00 40.50 20.50 56.00 40.50

Dumper Placers (twin containers of 3 m3) 120.00 24.00 6.00 12.00 30.00 18.00 30.00

Closed Containers (4.5 m3 capacity) 254.80 39.65 10.40 52.65 26.65 72.80 52.65

Dumper Placers (twin containers of 4.5 m3) 180.00 36.00 9.00 18.00 45.00 27.00 45.00

Total - Collection & Transportation 1,496.80 251.10 134.45 230.05 268.45 303.20 309.55

Landfill Facility

Equipment

Backhoe Loader 40.00 20.00 20.00

Bull Dozer 120.00 60.00 60.00

Sub-total 160.00 80.00 - - - 80.00

Civil Works

Landfill Cell Development 1,240.91 99.82 125.69 158.26 199.28 286.15 371.70

Other infrastructure (roads, drains, fencing, building, et 135.72 63.77 71.95

Sub-total 1,376.63 163.59 125.69 158.26 199.28 358.10 371.70

Total - Landfill Facility 1,536.63 243.59 125.69 158.26 199.28 438.10 371.70

Compost Plant

Equipment

Backhoe Loader 40.00 20.00 20.00

Tipper Truck 48.00 24.00 24.00

Tipper Tractor 16.00 16.00

Water Tanker (3000 lt) 6.00 3.00 3.00

Weight Bridge (20 MT) 20.00 10.00 10.00

Plant & Machinery 200.00 100.00 100.00

Sub-total 330.00 173.00 - - - 157.00Civil Works

Interal roads, drains, tipping floor, office building, store 231.53 146.48 85.1

Total - Compost Plant 561.53 319.48 - - - 242.05 -

Total 3,594.95 814.17 260.14 388.31 467.73 983.35 681.25


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Table 1: Population Projection

Year Population

Decadal Growth

Rate

Annual

Growth Rate Households HH Size

1951 54,981

1961 67,026 21.91% 2.00%

1971 87,981 31.26% 2.76%

1981 137,927 56.77% 4.60%1991 191,000 38.48% 3.31%

2001 268,823 40.75% 3.48% 51,000 5

2011 370,527 37.83% 3.26% 70,295 5

2016 435,007 37.83% 3.26% 82,528 5

2021 510,708 37.83% 3.26% 96,889 5

2026 599,583 37.83% 3.26% 113,750 5

2031 703,924 37.83% 3.26% 133,545 5

2036 826,422 37.83% 3.26% 156,785 5

2041 970,239 37.83% 3.26% 184,070 5

Population Projections

Arithmetic

Growth MethodAM

Incremental

Increase (IM)

Geometric

GrowthMethod GM

Average of

AM_IM_GM

Available

ProjectedData

Growth Rate

basedPro ection

FALSE FALSE TRUE FALSE FALSE FALSE


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8/19

Table 1: Projected Waste Generation

Year Populaion Per Capita Total Waste Generation No. of HH Waste generation

gm/day tons

2009 347495 358 125 51,000

2011 370,527 368 137 70,295

2016 435,007 395 172 82,528 17% 9%

2021 510,708 424 216 96,889 22% 11%2026 599,583 455 273 113,750 27% 14%

2031 703,924 488 343 133,545 34% 17%

2036 826,422 523 432 156,785 1,004 22%

2041 970,239 561 544 184,070 27%

1,980

Annual waste growth rate 1.41%


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Table 2: Solid Waste Equipment & Vehicles - Requirement

S. No Equipment Year

2011 2016 2021 2026 2031 2036

Households 70,295 82,528 96,889 113,750 133,545 156,785

Total Road Length 270 275 281 287 295 305

No. of sweeping beats 303 309 315 323 332 342

Main Road/Market Length, km 25.0 25.5 26.0 26.6 27.3 28.2Waste Generated, tons 137 172 216 273 343 432

Door-to-door collection

1 Containerized Push Carts for D2D Collection

Gross requirement 217 255 299 351 412 483

Net Requirement 217 38 44 52 61 71

Replacement 217 255 299 351 412

Total to be procured 217 255 299 351 412 483

2 Auto Tippers for D2D Collection



Replacement 12 2 2


Street Sweeping & Litter Bins

3 Push Carts for Street sweeping



Replacement 380 387 395 404 415


4 Litter Bins



Replacement 625 637 650 666 684


Waste Storage & Transportation

5 Closed Containers (3 m3 capacity)



Replacement 61 16 81 41


6 Dumper Placers (twin containers of 3 m3)



Replacement 4 1 2


5 Closed Containers (4.5 m3 capacity)



Replacement 61 16 81 41


6 Dumper Placers (twin containers of 4.5 m3)




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Replacement 4 1 2


8 Sanitary Workers requirement

For Sweeping & Drain Cleaning 356 362 369 378 389 401

For D-2-D collection (Auto Tipper 28 33 38 45 53 62

For D-2-D collection (Push Carts) 231 271 318 373 438 514


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2041

184,070

316

355

29.2544

567

84

483

567

31

5

15

20

444

16

428

444

731

25

706

731

242 193 57.9

49

112

161

16

3

5

8

242

49

112

161

16

3


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5

8

415

72

604 -


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I. Vehicles/Equipment

1. Collection Equipment Door-to-Door Colle

Unit

1 Containerized Push Carts Door-to-door collec

Usage Door-to-door collection Auto Tippers

Requirement one cart will serve 250 houselds Push Carts

Requirement HH per unit 250 Total D-D cov

Additional % units 10%Life period years 5

Temporary storage

2 Auto Rickshaws

Usage Door-to-door collection 3 m3 container

Requirement one cart will serve 1,800 houselds 4.5 m3 contain

HH per unit 1,800 total

Additional % units 0%

Life period years 15

3 Push Carts/Wheel Barrows

Sweeping & Drain Cleaning

Requirement

beats served by unit 1



4 Litter Bins on main/important roads

Usage Litter collection

Requirement at distance of 50 m

no.s per km 20


Life period years 5

Closed Containers (3 m3)

Usage Temporary storgaeType Closed metal easy for lifting, transport & unload

Size of containers m3 3

Waste density t/m3 0.45

requirement no.s / ton of waste 0.74074074

additional requirment 50%


Dumper Placers (twin 3 m3)

Usage To transport containers to disposal site

Type Dual conainer of 3 m3 - hydraulic lifting

Requirement 1 unit for 16 containers

no.s/container 0.0625additional requirment 0%


Closed Containers (4.5 m3)

Usage Temporary storgae

Type Closed metal easy for lifting, transport & unload

Size of containers m3 4.5

Waste density t/m3 0.45

requirement no.s / ton of waste 0.49382716


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additional requirment 50%


Dumper Placers (twin 4.5 m3)

Usage To transport containers to disposal site

Type Dual conainer of 3 m3 - hydraulic lifting

Requirement 1 unit for 16 containers

no.s/container 0.0625additional requirment 0%


Landfill equipment: Usage No.s

Backhoe Loader levelling/moving/loading 1

Bull Dozer Moving/compaction 1

Life period Years 25

Sanitary workers 1 per beat 1

Street Sweeping

Door-to-Door collection

Through push carts 1 per cart (175 HH) 250

Through auto tippers 2 per auto (1200 HH) 1,800

Excess requirement 17%


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ction System

tion

% HH covered 30%

% HH covered 70%

rage 100%

bins waste to be handled

s 40%

ers 60%

100%


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Table 1: Waste Processing & Disposal

I Waste Quantity & Composition 20 Years 30 Years

1 Initial waste generation 136.5 136.5 t/day

2 Waste generation (Design Period 30 years -2041) 343.2 544.1 t/day

3 Biodegradable Waste 56% 56%

4 Recyclable Waste 20% 20%

5 Inert 24% 24%

II Design of Compost Plant

Capacity & Land Requirement

1 Design Period 20 30 Years

2 Ultimate waste for compost 192.2 304.7 t/day

3 Size of each windrow (3m x 2m x 1.5m) trapeziodal shate 2m bott 12.5 12.5 cum

4 Net Area of Windrow (5mX2m) 10 10 m2

5 Assumed waste density in compost 0.5 0.5 t/cum

6 Waste handled in each windrow 6.25 6.25 t

7 number of widrwos required (Design life) 31 49 no.s

8 Gross area reqd. for each windrow 30.0 30.0 m2

9 total area required for each day compost 930 1,470 sq. m10 initial compost period 21 21 days

11 total area for composting 19,530 30,870 sq. m

12 Area required for other facil it ies (tipping floor, processing and stor 9765.0 15435.0 sq. m

29295.0 46305.0 sq. m

2.9 4.6 ha

Equipment, Plant & Machinery

Backhoe Loader 1 1 no.s

Tipper Truck 2 2 no.s

Tipper Tractor 2 2 no.s

Water Tanker (3000 lt) 1 1 no.s

Weight Bridge (20 MT) 1 1 no.s

Plant & Machinery 1 1 no.s

Life period 25 25 YearsCivil Works

Interal roads, drains, tipping floor, office building, store, etc As required As required

III Design of Landfil

1 Design Period 20 30 Years

2 Fraction of total waste to be landfilled 30% 30%

3 Design life (2011-2031) 20 30 years

4 Total waste to be landfilled in design life 518,271 1,103,027 t

5 Assumed waste density in landfill 1.00 1.00 t/cum

6 total waste volume 518,271 1,103,027 cum

7 volume of daily cover (10 % of above) 51,827 110,303 cum

8 volume of liner& cover system 64,784 137,878 cum

9 volume available due to settlment 51,827 110,303

10 total volume 583,055 1,240,905 cum

11 assume height of landfill 10 10 m

12 area of landfill required 58,305 124,091 sq. m

13 additional area required (trapizoidal shape) - 25% 72,882 155,113 sq. m

14 area of landfill required 7.29 15.51 ha

15 Total area (add 15%) 8.38 17.84 ha

16 add 15 % for buffer 9.22 19.62 ha

Total area required for landfill 9.22 19.62


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Landfill Equipment

Backhoe Loader 1 1 no.s

Bull Dozer 1 1 no.s

Life period 25 25 Years

Civil Works

Landfill cell construction (total area) 58,305 124,091 sq. m

Approximate area required (2011-2016) 9,982 9,982 sq. m






119,478

Other infrastructure (roads, drains, fencing, building, etc As required As required

IV Total Land Requirement 20 Years 30 Years

Compost Plant 2.9 4.6 ha

Landfill 9.2 19.6 ha

Compost Plant + Land Fill 12.1 24.3 ha


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(levelling/moving/loading)

(Reject Transport)

(Reject Transport)

(Sorting/grading/packing)


19/19

(levelling/moving/loading)

(levelling/compaction)

27,078

34,095

master plan formulation tool_solid waste management

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