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Faculty Profile - Victor M. Ponce
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ENGINEERING HYDROLOGY, PRINCIPLES AND PRACTICES
VICTOR MIGUEL PONCE
First edition, Softbound cover, 1995
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| PAGE
| LINE
| IT SAYS
| IT SHOULD SAY
| COMMENTS
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| 34
| 36
| fc
| fo
| -
|
| 76
| 5
| 3.5
| 25
| -
|
| 76
| 5
| 25
| 3.5
| -
|
| 84
| -
| q
| qp
| Fig. 2-33
|
| 194
| 38
| F = 1 percent
| 1 percent
| -
|
| 212
| 17
| Q
| Q
| -
|
| 261
| 26
| Table 8-2
| Table 8-3
| -
|
| 261
| 26, 27
| Table 8-1
| Table 8-2
| -
|
| 276
| -
| Discharge (10,000 m3/s)
| Discharge (1000 m3/s)
| Fig. 9-3
|
| 278
| -
| 20,000 (m3/s)-d
| 2000 (m3/s)-d
| Fig. 9-4
|
| 278
| -
| 10,000 (m3/s)-d
| 1000 (m3/s)-d
| Fig. 9-4
|
| 278
| -
| 20,000/10,000
| 2000/1000
| Fig. 9-4
|
| 546
| 27
| defined as the the
| defined as the
| -
|
| 572
| 25
| sample
| sampler
| -
|
| 587
| 9
| t3
t2
| temporal derivative in Eq. B.8
| | |
| 610
| 69
| NZ=10
| NZ=20
| -
|
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