Ex: The figure below is a proposed weir floor with three vertical piles. calculate the uplift pressure distribution under the floor of the weir at key point by khosla's creep flow theory? 106 00 102.25 14 1-5 100.00 100 50 98.50 99.25 7251 - 15.75 8-34.75 03.00 90.00 - 15 F-34 2-505 Ex: By Bligh's and Lane's theory For the hydraulic structures shown below calculate : 1- Sketch the H.G.L from U/s to D/s. 2- Fine the uplift pressure from at key point 3- Find the thickness of floor at point A&B 4m B 15m -10m- - 10m. 6m 8m 35 m Al- QASIM Green University MSC. Mohammed Hamid College of Water Resoureces 16 THEORY AND DESIGN OF HYDRAULIC STRUCUTRES Sub- surface flow Lect.1 EX: A hydraulic structures shown in fig. determine 1- the correction of uplift pressures at key points by Khosla's theory 2- check the thickness at point A? U/S pile No.1 ØD, = 75.36% Oc, = 64. 15 Inter mediate pile No.2 OE2 76. 86% ØD2 = 64.23% oC2 53.75% D/S pile No.3 ØE3 = 36. 86 % ØD3 = 25.29% %3D M/ 17 100.5 93.5 12m 4m 17.Sm 5m 6,5m :::

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Ex:
The figure below is a proposed weir floor with three vertical piles. calculate the
uplift pressure distribution under the floor of the weir at key point by khosla's
creep flow theory?
106 00
102.25
14
1-5
100.00
100 50
98.50
99.25
7251
- 15.75
8-34.75
03.00
90.00
- 15
F-34
2-505
Ex:
By Bligh's and Lane's theory For the hydraulic structures shown below
calculate :
1- Sketch the H.G.L from U/s to D/s.
2- Fine the uplift pressure from at key point
3- Find the thickness of floor at point A&B
4m
B
15m
-10m-
- 10m.
6m
8m
35 m
Al- QASIM Green University
MSC. Mohammed Hamid
College of Water Resoureces
16
THEORY AND DESIGN OF
HYDRAULIC STRUCUTRES
Sub- surface flow
Lect.1
EX: A hydraulic structures shown in fig. determine 1- the correction of uplift pressures
at key points by Khosla's theory 2- check the thickness at point A?
U/S pile No.1 ØD, = 75.36% Oc, = 64. 15
Inter mediate pile No.2 OE2 76. 86% ØD2 = 64.23% oC2 53.75%
D/S pile No.3 ØE3 = 36. 86 % ØD3 = 25.29%
%3D
M/ 17
100.5
93.5
12m
4m
17.Sm
5m
6,5m
:::
Transcribed Image Text:Ex: The figure below is a proposed weir floor with three vertical piles. calculate the uplift pressure distribution under the floor of the weir at key point by khosla's creep flow theory? 106 00 102.25 14 1-5 100.00 100 50 98.50 99.25 7251 - 15.75 8-34.75 03.00 90.00 - 15 F-34 2-505 Ex: By Bligh's and Lane's theory For the hydraulic structures shown below calculate : 1- Sketch the H.G.L from U/s to D/s. 2- Fine the uplift pressure from at key point 3- Find the thickness of floor at point A&B 4m B 15m -10m- - 10m. 6m 8m 35 m Al- QASIM Green University MSC. Mohammed Hamid College of Water Resoureces 16 THEORY AND DESIGN OF HYDRAULIC STRUCUTRES Sub- surface flow Lect.1 EX: A hydraulic structures shown in fig. determine 1- the correction of uplift pressures at key points by Khosla's theory 2- check the thickness at point A? U/S pile No.1 ØD, = 75.36% Oc, = 64. 15 Inter mediate pile No.2 OE2 76. 86% ØD2 = 64.23% oC2 53.75% D/S pile No.3 ØE3 = 36. 86 % ØD3 = 25.29% %3D M/ 17 100.5 93.5 12m 4m 17.Sm 5m 6,5m :::
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