a) The temporary storm storage reservoir mention in task  (Concern has been expressed at the local waste water treatment plant regarding the overflows caused by storm water being passed down the same pipeline. The town area main drain has to deal with a maximum of 100m3 /s approximately twice a year and so it is proposed that a single drain pipe capable of taking this volume of water be collected from the main storm drains into a temporary storage reservoir to be channelled into the river. The maximum head available is 22m. The pipe is 2050m long, the Darcey Weisbach figure is 0.011, what is the minimum pipe diameter for this project?) has the following dimensions: 5m wide by 12m long with a maximum depth Dm. Determine the value D if the maximum force allowed on the dam is……. b) There is a control room underneath the storage reservoir which covers the same area as the reservoir itself. Calculate the total water load on the roof of the control room at maximum allowable depth.  c) Suggest a method of supporting the roof of the control room

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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a) The temporary storm storage reservoir mention in task  (Concern has been expressed at the local waste water treatment plant regarding the
overflows caused by storm water being passed down the same pipeline. The town area
main drain has to deal with a maximum of 100m3
/s approximately twice a year and so it is
proposed that a single drain pipe capable of taking this volume of water be collected from
the main storm drains into a temporary storage reservoir to be channelled into the river.
The maximum head available is 22m. The pipe is 2050m long, the Darcey Weisbach
figure is 0.011, what is the minimum pipe diameter for this project?) has the following dimensions: 5m wide by 12m long with a maximum depth Dm. Determine the value D if the maximum force allowed on the dam is…….

b) There is a control room underneath the storage reservoir which covers the same area as the reservoir itself. Calculate the total water load on the roof of the control room at maximum allowable depth. 

c) Suggest a method of supporting the roof of the control room

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