Situation 03. Given the mass curve of a storm on a 1.95 sq.mi. reservoir is as follows: Time(hr.) 0 Added | 2 4 6 8 12 10 7.3 14 11.8 16 18 0.8 2.6 2.8 4.1 10.8 12.4 12.6 Rainfall (ст). a. Plot the mass curve diagram, and the rainfall hyetograph. b. If the run-off volume is 264.20 ac-ft, calculate the infiltration volume using phi-index method. c. Calculate the required outflow (cm/hr) to attain an increase in storage of 95mm at the end of the month, if the inflow is equal to the run-off volume, the precipitation is 105mm, and the evaporation is the calculated evaporation in (Situation 01) and consider infiltration computed in (b).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
Situation 03. Given the mass curve of a storm on a 1.95 sq.mi. reservoir is as follows:
| Time(hr.) | 0
Added
| 2
4
6
8
4.1
10
7.3
12
14
11.8
16
18
0.8
2.6
2.8
10.8
12.4
12.6
Rainfall
(cm)
a. Plot the mass curve diagram, and the rainfall hyetograph.
b. If the run-off volume is 264.20 ac-ft, calculate the infiltration volume using phi-index method.
c. Calculate the required outflow (cm/hr) to attain an increase in storage of 95mm at the end
of the month, if the inflow is equal to the run-off volume, the precipitation is 105mm, and the
evaporation is the calculated evaporation in (Situation 01) and consider infiltration
computed in (b).
Transcribed Image Text:Situation 03. Given the mass curve of a storm on a 1.95 sq.mi. reservoir is as follows: | Time(hr.) | 0 Added | 2 4 6 8 4.1 10 7.3 12 14 11.8 16 18 0.8 2.6 2.8 10.8 12.4 12.6 Rainfall (cm) a. Plot the mass curve diagram, and the rainfall hyetograph. b. If the run-off volume is 264.20 ac-ft, calculate the infiltration volume using phi-index method. c. Calculate the required outflow (cm/hr) to attain an increase in storage of 95mm at the end of the month, if the inflow is equal to the run-off volume, the precipitation is 105mm, and the evaporation is the calculated evaporation in (Situation 01) and consider infiltration computed in (b).
Expert Solution
steps

Step by step

Solved in 3 steps with 3 images

Blurred answer
Knowledge Booster
Probability, risk and uncertainty analysis for hydrological design
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning