sedimentation chamber dt.9.2.16
TRANSCRIPT
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7/25/2019 Sedimentation Chamber Dt.9.2.16
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Hydraulic Design of Desilting Basin of Madhyamaheshwar
INPUT DATA
Inlet Discharge 18.28 Cumecs
Outlet Discharge 13.2 Cumecs
Average Discharge 15.74 Cumecs
Flushing Discharge 5.08 Cumecs
Inlet Tunnel ia 2.75 m
!ith "# $"%%er & m
Outlet Tunnel Dia 2.75 m
'"tt"m elevati"n at Inlet "# D(tan) 123&.5
F*+ at D(tan) 123,.,
AREA ! BA"IN
Assuming vel"cit- in the asin 0.3 m/sec
Assuming h"%%er angle 50 Degree
*ie "# 'ell "uth 0.3 m
2.3,1433,48, m
sa- 2.4 m
euire Area &0.,333333333
Bell mouth Ele#ation $%&'($
)EN*TH ! IN)ET TRAN"ITIN
*l"%e "# Transiti"n 1 in 2.3
+ength "# Transiti"n 4.37
*a- &
)EN*TH ! BA"IN
!ith "# 'asin 18 m
De%th "# Fl" 3.4 m
Average F"rar vel"cit- 0.2,8&,28105 0.3 m/se
6ective De%th 3.4
Fall vel"cit- #"r 0.2 mm %article sie 0.025
+ength "# 'asin 40.&222222222
r"vie 'asin length 42 m/sec
*a- 42 m
DI"+HAR*E ,ER +RE"T
T"% elevati"n "# crest 1237.5 m
C 0.577
38.&158128324
!)U"HIN* PIPE
Outlet "# the 9ushing 1233.5
:el"cit- in 9ushing %i%e
!)U"HIN $ea ;F*+ in Desilting Tan)(Outlet(hea l"ss< &.4
C 0.&
:el"cit- in 9ushing %i%e &.72
Dia "# 'ell "uth 0.25
Discharge #r"m $(1(1 0.32,8&7228&
$eight "# the $"%%er ;$3