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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /806/CH4/EX4.7/47.txt | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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Diffstat (limited to '806/CH4/EX4.7/47.txt')
| -rw-r--r-- | 806/CH4/EX4.7/47.txt | 34 |
1 files changed, 34 insertions, 0 deletions
diff --git a/806/CH4/EX4.7/47.txt b/806/CH4/EX4.7/47.txt new file mode 100644 index 000000000..4a8221360 --- /dev/null +++ b/806/CH4/EX4.7/47.txt @@ -0,0 +1,34 @@ +
+ The water supply reservoir as shown in
+ given figure has an average depth
+ of 20m, a surface area of 20km^2,
+ ans an outlet whose centerline is
+ 15m below the water surface.If the
+ otflow diameter is 1 m, what is t
+ he outflow and its associated velo
+ city?What would be the drwa down d
+ uring one week and one day periods
+ ?
+
+ Solution:
+
+ Discharge
+
+ 13.473642
+
+ m^3/s
+
+ Hence drop down in level for one day an
+ d one week are:
+
+ draw down of one day
+
+ 0.0582061
+
+ m
+
+ draw down of one week
+
+ 0.4074429
+
+ m
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