Refer to Figure 8.23. Given: • H, = 6 m • H, = 1.5 m Draw a flow net. Calculate the seepage loss per meter length of the sheet pile (at a right angle to the cross section shown). • D = 3 m • D, = 6 m - Sheet pile -4x 10-cm/ec Impermeable layer Figure 8.23

Structural Analysis
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Chapter2: Loads On Structures
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X Draw a flow net for the single ro
X Bb Collaborate - solu ašluc
X HWK #3.pdf
X Assignments – 202101_CE333_GA Bb
عمادة التعلم الالكتروني والتعليم عن x
Bb
=S *
Ims.kau.edu.sa/bbcswebdav/pid-7525553-dt-content-rid-53158872_1/courses/202101_CE333_GA_15931_EL/HWK%20%233.pdf A
TIUDIGMS
8.1 Refer to Figure 8.23. Given:
• H, = 6 m
Н, %3D 1.5 m
Draw a flow net. Calculate the seepage loss per meter length of the sheet pile
(at a right angle to the cross section shown).
• D = 3 m
D, = 6 m
Sheet pile
H1
k- 4 x 10-4 cm/sec
Impermeable layer
Figure 8.23
8.2 Draw a flow net for the single row of sheet piles driven into a permeable layer
as shown in Figure 8.23. Given:
• H = 3 m
• H, = 0.5 m
Calculate the seepage loss per meter length of the sheet pile (at right angles
to the cross section shown).
8.3 Refer to Figure 8.23. Given:
• H = 4 m
• H, = 1.5 m
Calculate the seepage loss in m/day per meter length of the sheet pil
(at right angles to the cross section shown). Use Figure 8.12.
8.4 For the hydraulic structure shown in Figure 8.24, draw a flow net for flo
through the permeable layer and calculate the seepage loss in m/day/m.
D = 1.5 m
D, = 3.75 m
D = 6 m
• D= 3.6 m
ENG 4) O
e 五
ماكتب هنا ل لبحث
ET/-T/To
..
Transcribed Image Text:+ X Draw a flow net for the single ro X Bb Collaborate - solu ašluc X HWK #3.pdf X Assignments – 202101_CE333_GA Bb عمادة التعلم الالكتروني والتعليم عن x Bb =S * Ims.kau.edu.sa/bbcswebdav/pid-7525553-dt-content-rid-53158872_1/courses/202101_CE333_GA_15931_EL/HWK%20%233.pdf A TIUDIGMS 8.1 Refer to Figure 8.23. Given: • H, = 6 m Н, %3D 1.5 m Draw a flow net. Calculate the seepage loss per meter length of the sheet pile (at a right angle to the cross section shown). • D = 3 m D, = 6 m Sheet pile H1 k- 4 x 10-4 cm/sec Impermeable layer Figure 8.23 8.2 Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure 8.23. Given: • H = 3 m • H, = 0.5 m Calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown). 8.3 Refer to Figure 8.23. Given: • H = 4 m • H, = 1.5 m Calculate the seepage loss in m/day per meter length of the sheet pil (at right angles to the cross section shown). Use Figure 8.12. 8.4 For the hydraulic structure shown in Figure 8.24, draw a flow net for flo through the permeable layer and calculate the seepage loss in m/day/m. D = 1.5 m D, = 3.75 m D = 6 m • D= 3.6 m ENG 4) O e 五 ماكتب هنا ل لبحث ET/-T/To ..
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