1. Solid Waste Management Capacity Analysis for Collection and Transportation of Solid Waste Vehicles

2. Compaction Vehicle (1.1 m3 containers)

3. Compaction-4.3m3 containers

4. Design conditions: Average density in compaction truck:0.7 ton/m3 Average density in compaction truck:0.7 ton/m3 Average density in containers:0.25 ton/m3 Average density in containers:0.25 ton/m3 Hauling time for 1.1 m3 container:4 min Hauling time for 1.1 m3 container:4 min Hauling time for 4.3 m3 container is 6 min. Hauling time for 4.3 m3 container is 6 min. Working shift: 6.5 hours Working shift: 6.5 hours

5. Collection and Transport Capacity per trip per truck NoType Nominal Capaci ty of Contai ner Loading rate In % Operatio n rate in % Effective Capa city in Ton m3 m3 m3 m3t/m3 5 m 3 compactor trunk 50.790%86%2.7 8 m 3 compactor 80.790%86%4.33 12 m 3 compactor 120.790%86%6.5 21 m 3 compactor 210.790%86%11.37

6. Capacity and number of containers NoType Nominal Capacit y of Contai ner Loading rate In % Effective Capa city in Ton No of containers per trip m3 m3 m3 m3t/m3 5 m 3 compactor 1.10.2580%0.2212 8 m 3 compactor 1.10.2580%0.2219 12 m 3 compactor 1.10.2580%0.2229 21 m 3 compactor 1.10.2580%0.2251 4.30.2580%0.8613

7. Abbreviations n.c.p.t=number of containers per trip n.c.p.t=number of containers per trip h.t.p.c=hauling time per container h.t.p.c=hauling time per container t.f.c= time for collection t.f.c= time for collection t.f.tran= time for transportation t.f.tran= time for transportation t.t.m= total time in minuete t.t.m= total time in minuete t.t.h=total time in hours t.t.h=total time in hours a.t.p.s= average trips per shift a.t.p.s= average trips per shift a.c.p.s.t= average capacity per shift in ton a.c.p.s.t= average capacity per shift in ton

8. Transportation Case 1: 5 km Distance for land fill site NoTypen.c.p.th.t.p.c 1 trip in minute a.t.p.sa.c.p.s.t t.f.ct.f.trat.t.mt.t.h 5 m 3 compact or 124 4840881.5410.8 8 m 3 compact or 194 76401161.933.314.29 12 m 3 compact or 294 116401562.62.516.25 21 m 3 compactor/1. 1m 514 204402444.11.618.2 21 m 3 compact or/4.3 m 136 78401182.0445.5

9. Case 2: 30 km in Distance for land fill site NoTypen.c.p.th.t.p.c 1 trip in minute Average trip s per shif t Average capa city per shift in ton t.f.ct.f.Tran t.t. m t.t. h 5 m 3 compactor 124 481201682.82.36.21 8 m 3 compactor 194 761201963.228.66 12 m 3 compactor 294 1161202363.931.6510.7 21 m 3 /1.1 m 3 514 2041203245.41.213.6 21 m 3 /4.3 m 3 136 781201983.3222.74