1-hour Unit Hydro Index is 2 cm BELOW for all types of calculations you need to do. 1 (UH) is given in the first two columns of the table below. ASsume a baseflow of 2 m/s. SHOW SAMPLE CALCULATION Storm Data: Time 1st hour 2nd 3rd hour 2.5 hour Rainfall depth (cm) 4 3 Computation Table (Please Fill-in the Blanks as needed) 1-hr UH Direct Runoff per period and baseflow (use space as needed) Total Hydrograph Q (cms) Time (hr) (m'/s) 58 2. 110 3. 96
1-hour Unit Hydro Index is 2 cm BELOW for all types of calculations you need to do. 1 (UH) is given in the first two columns of the table below. ASsume a baseflow of 2 m/s. SHOW SAMPLE CALCULATION Storm Data: Time 1st hour 2nd 3rd hour 2.5 hour Rainfall depth (cm) 4 3 Computation Table (Please Fill-in the Blanks as needed) 1-hr UH Direct Runoff per period and baseflow (use space as needed) Total Hydrograph Q (cms) Time (hr) (m'/s) 58 2. 110 3. 96
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:Develop the Total I
1-hour Unit Hydro
o Index is 2 cm Assume a baseflow of 2 m/s. SHOW SAMPLE CALCULATION
BELOW for all types of calculations you need to do.
ograph (TH) from a 3-hour duration storm on a watershed whose
1(UH) is given in the first two columns of the table below.
Storm Data:
Time
1" hour
2nd
hour
3rd
hour
Rainfall depth (cm)
4
3
2.5
Computation Table (Please Fill-in the Blanks as needed)
I-hr UH
Time
(hr)
Direct Runoff per period and baseflow
(use space as needed)
Total
Hydrograph
Q (cms)
(m'/s)
58
110
96
53
26
14
8.
9
4
10
3
11
1.5
12
13
14
15
16
Sample calculation (with proper units): Runoff depth sample calculation needed.A
completely-worded sample calculation using Principle of Linearity is a must for any partial
credit. Must show unit cancellations. Additional space in the nex page.
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