Engineering Hydrology - V.M. Ponce [PDF]

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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

-