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ENGINEERING HYDROLOGY, PRINCIPLES AND PRACTICES
VICTOR MIGUEL PONCE First edition, Softbound cover, 1995
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| ERRATA SHEET |
| PAGE | LINE | IT SAYS | IT SHOULD SAY | COMMENTS |
|---|---|---|---|---|
| 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 | - |