4. Radius = 5 to 6 times H
= 5 x 0.83 to 6 x 0.83
= 4.15 to 4.98 m
Say R = 4.50 m
Provide u/s wing walls having
segmental portion with radius 4.5 m
and subtending an angle of 60Β°, at the
centre and starting from the u/s edge
of the crest wall.
3/20/2014 4
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
8. Length of warped wing with a splay
of 1 in 3 = height * splay = 2.5 * 3
= 7.5 m
Total length of d/s wing wall = 6.70
+ 7.5 = 14.2 m.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
8
9. Length of d/s bed pitching
= 9 + 2Hl
= 9 + 2 x 1.5
= 12 m
Provide horizontal pitching up to
the end of masonry wing walls for a
length of 6.3 m and then sloping at 1
in 10 for length of 6 m.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
9
20. Length of crest = width of bed (for
unflumed fall)
L = 35.0 m
For non-meter fall, narrow crest is
provided.
Discharge Q is given by :
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
20
21. H = 0.85 m
R.L. of crest = u/s FSL β H
= 203.5 β 0.85
= 202.65 M
height of crest above u/s bed,
= R.L.of crest β U/S bed level
= 202.65 - 201.5 = 1.15
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
21
22. Crest width for non meter fall
= (2/3) H
= (2/3) 0.85
= 0.57
The d/s glacis is provided in a slope of
2 : 1
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
22
23. Compare it with d/s bed level
because as we know cistern is
always below d/s bed level.
Ef2 can be obtained from blench
curve from available q and Hl
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
23
25. 3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
25
d/s bed level
u/s bed level
cistern level
0.25 ef2
26. d/s TEL = d/s FSL + Ha =202 + 0.02
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
26
27. d/s bed RL is 200 m which is lower
than obtained cistern level.
So provide minimum depth of
cistern = 0.25 Ef2 = 0.25 (1.40) =
0.35 m.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
27
28. Length of cistern = 5 ef2 to 6 ef2
= 5(1.40) to 6 (1.40)
= 7.0 to 8.4 m
Provide length of cistern 8 .0 m
The cistern is joined to the d/s bed of
the channel with a slope of 5 : 1.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
28
29. 3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
29
d/s bed level
u/s bed level
cistern level
0. 35 m
8.0 m
5 in 1
30. Assuming 0.6 m additional cutoff
depth.
u/s cutoff depth = D1/3 + 0.6
D/S cutoff depth = D2/2 + 0.6
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
30
32. 3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
32
d/s bed level
u/s bed level
cistern level
0. 35 m
8.0 m
5 in 1
0.2 m
Deflector
wall
1.6 m
1.40 m
35. Provide total horizontal length of
impervious flow = 20.60 m
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
35
36. 3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
36
d/s bed level = 200
u/s bed level
= 201.5
cistern level =
199.65
8.0 m
1.6 m
1.40 m
crest level =
202.65
0.5 IN 1
L = b
Lu = total length β d/s glacis β u/s glacis β crest width
37. Provide total horizontal length of
impervious flow = 20.60 m
crest width = 0.55 m
horizontal length of u/s glacis =
(202.65 - 201.5) x 0.5 = 0.58 m
horizontal length of d/s glacis =
(202.65 - 199.65) x 2 = 6.0 m
length of cistern = 8 m
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
37
38. (a) u/s cutoff wall
d{ = 1.30 m
b = 20.60 m
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
38
39. Assume a thickness of 0.4 m at the
end of u/s floor
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
39
41. (b) d/s cutoff
d2 = 1.60 m
b = 20.6 m
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
41
42. Assume thickness of 0.5 m at the
end of d/s floor.
Neglecting effect of mutual
interference.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
42
44. ib) At 3 m from the toe of glacis :
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
44
45. (2) D/s wing walls :
Provide d/s wing walls upto the end of the
d/s floor and then join them to the return
walls.
Top level of wing wall = 202 + 0.5 = 202.5
m.
d/s Bed Protection :
No bed protection is required as a deflector
has been provided,
d/s Side Protection :
Length of side protection = 3D2 = 3 x 2= 6
m
Provide 20 cm thick brick side pitching
over 10 cm ballast for a length of
6 m at a slope of 1 : 1 beyond the d/s
impervious floor.
3/20/2014
PREPARED BY VIDHI H. KHOKHANI
ASST. PROF. DIET
45