6. Draw the hydrograph and flow duration curve for the following data. Also find avera power develo ped if the head is 100 m andefficiency is 90%. Discharge | 100 Week Week Discharge 800 200 600 300 9. 1000 1200 10 600 600 11 400 6. 900 12 200 00 2. m4 In

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6. Draw the hydrograph and flow dura tion curve for the following data. Also find averag
power develo ped if the head is 100 m andefficiency is 90%.
Week
Disc harge
Week
Discharge
| 1
100
800
2
200
600
3
300
1000
1200
10
600
600
11
400
900
12
200
7. For the data of wee kly flow in Q-6, find the following.
a. Draw the mass curve
b. Calculate the size of the reservoir to pemit average discharge.
c. Calculate the possible mate at which flow will be available after the reservoir has been
built.
Transcribed Image Text:6. Draw the hydrograph and flow dura tion curve for the following data. Also find averag power develo ped if the head is 100 m andefficiency is 90%. Week Disc harge Week Discharge | 1 100 800 2 200 600 3 300 1000 1200 10 600 600 11 400 900 12 200 7. For the data of wee kly flow in Q-6, find the following. a. Draw the mass curve b. Calculate the size of the reservoir to pemit average discharge. c. Calculate the possible mate at which flow will be available after the reservoir has been built.
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