Question No. 1 Design the Sanitary Sewer for the plan above using the following: Population Density: 150 persons/ha Average Sewage Flow: 650 L/persons/day Peaking Factor (Harmon Formula) Infiltration Rate: 15(m^(3))/(h)(a)/() day Min. Diameter: 250 mm Sewer Wall thickness: 0.1 times sewer diameter Manning's n=0.013 Permissible full flow velocity:

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Question No. 1 Design the Sanitary Sewer for the plan above using the following: Population Density: 150 persons/ha Average Sewage Flow: 650 L/persons/day Peaking Factor (Harmon Formula) Infiltration Rate:

15(m^(3))/(h)(a)/()

day Min. Diameter: 250 mm Sewer Wall thickness:

0.1\times

sewer diameter Manning's

n=0.013

Permissible full flow velocity: Minimum:

0.6(m)/(s)

Maximum:

3.0(m)/(s)

Minimum permissible depth of cover: 2.750 m Vertical alignment at the maintenance hole: Obvert of the outgoing pipe to the obvert of the lowest incoming pipe (except drop maintenance holes) Drop maintenance holes - the centre of the outgoing pipe is level with centre of the drop pipe. Road Elevations (m): \table[[MH No.,Elevation

(m)

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