Q3/ An agricultural farm in which exists a Drainage System (Open Drains + Tile Drains). The system includes: 1- One Mean Open Drain. Its flow rate is QM- 2- Eight Secondary Open Drains discharge Drainage water into the Main Open Drain. 3- Twelve Branch Open Drains discharge Drainage water into each Secondary Open Drain. Its flow rate is Qs. 4- Ten Lateral Open Drains discharge Drainage Water into each Branch Open Drain. Its flow rate is QB. 5- Thirty Tile Drains discharge Drainage Water into each Lateral Open Drain. Its flow rate is QL. 6- Flow Rate of each Tile Open Drain is Qrile = 1026 (m³/day). 7- For the Main Open Drain:- (1) water flow velocity is 1 (m/s). (2) side slope of the drain (Z = 1). (3) B= 5 y. (4) Manning's coefficient Find the values of water depth in the drain y, bed width of the drain B and Longitudinal slope of bed level of the Drain S.. %3D n = 0.02 {s/m0/3}.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q3/ An agricultural farm in which exists a Drainage System (Open Drains +
Tile Drains). The system includes:
1- One Mean Open Drain. Its flow rate is QM•
2- Eight Secondary Open Drains discharge Drainage water into the Main
Open Drain.
3- Twelve Branch Open Drains discharge Drainage water into each
Secondary Open Drain. Its flow rate is Qs.
4- Ten Lateral Open Drains discharge Drainage Water into each Branch
Open Drain. Its flow rate is QB.
5- Thirty Tile Drains discharge Drainage Water into each Lateral Open
Drain. Its flow rate is QL.
6- Flow Rate of each Tile Open Drain is QTile
1026 (m/day).
7- For the Main Open Drain:-
(1) water flow velocity is 1 (m/s).
(2) side slope of the drain (Z = 1).
(3) B= 5 y.
(4) Manning's coefficient
Find the values of water depth in the drain y, bed width of the drain B and
Longitudinal slope of bed level of the Drain So.
%3D
n = 0.02 {s/mW/}.
Transcribed Image Text:Q3/ An agricultural farm in which exists a Drainage System (Open Drains + Tile Drains). The system includes: 1- One Mean Open Drain. Its flow rate is QM• 2- Eight Secondary Open Drains discharge Drainage water into the Main Open Drain. 3- Twelve Branch Open Drains discharge Drainage water into each Secondary Open Drain. Its flow rate is Qs. 4- Ten Lateral Open Drains discharge Drainage Water into each Branch Open Drain. Its flow rate is QB. 5- Thirty Tile Drains discharge Drainage Water into each Lateral Open Drain. Its flow rate is QL. 6- Flow Rate of each Tile Open Drain is QTile 1026 (m/day). 7- For the Main Open Drain:- (1) water flow velocity is 1 (m/s). (2) side slope of the drain (Z = 1). (3) B= 5 y. (4) Manning's coefficient Find the values of water depth in the drain y, bed width of the drain B and Longitudinal slope of bed level of the Drain So. %3D n = 0.02 {s/mW/}.
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