I need the answer as soon as possible A landfill is to be designed to serve a population of200000 for a period of 25 years. The solid waste (SW)generation is 2 kg/person/day. The density of the un-compacted SW is 100 kg/m' and a compaction ratio of4 is suggested. The ratio of compacted fill (i.e., SW +cover) to compacted SW is 1.5. The land fill volume (inmillion m') required is

The given data is: Total landfill Population=2×105Waste generation per day=2kg×2×105…

A landfill is to be designed to serve a population of 200000 for a period of 25 years. The solid waste (SI generation is 2 kg/person/day. The density of the ui compacted SW is 100 kg/m' and a compaction rati 4 is suggested. The ratio of compacted fill (i.e., SW cover) to com pacted SW is 1.5. The landfill volume m illion m 3 reauired is

A landfill is to be designed to serve a population of 200000 for a period of 25 years. The solid waste (SI generation is 2 kg/person/day. The density of the ui compacted SW is 100 kg/m' and a compaction rati 4 is suggested. The ratio of compacted fill (i.e., SW cover) to com pacted SW is 1.5. The landfill volume m illion m 3 reauired is

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

I need the answer as soon as possible

A landfill is to be designed to serve a population of
200000 for a period of 25 years. The solid waste (SW)
generation is 2 kg/person/day. The density of the un-
compacted SW is 100 kg/m' and a compaction ratio of
4 is suggested. The ratio of compacted fill (i.e., SW +
cover) to compacted SW is 1.5. The land fill volume (in
million m') required is

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Design of Sanitary Landfill
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