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LR706 East African Flood Model_ Fiddes - Transport for Development

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Using rainfall maps inref(11),<br />

2 yr daily point rainfall = 63 mm<br />

10:2 yr ratio = 1.49<br />

10 yr daily point rainfa~ = 94 mm<br />

1.15 24.33 0.96<br />

R1.15 = ~ (m) . 94 = 59.Omm<br />

Area reduction<br />

factor is given by<br />

ARF = 1 – 0.04 T-3 A; = 0.88<br />

Average rainfall (P) = 59.0x 0.88 = 51.9 mm<br />

RO=CA. (P–~. A. 103<br />

Q= 0.93 . RO = 26.23 m3 /see<br />

3600 . TB<br />

TA = 0.028 L — = 0.29 hrs<br />

~;~;<br />

TB (2nd approximation) = 1.15 + 0.29 = 1.44 hrs<br />

1.44 ~24.33)0.96 ..94 = 69.9 mm<br />

R1.44 = ~ — 1.77<br />

ARF = 0.89<br />

There<strong>for</strong>e,<br />

P = 62.4 mm<br />

Q<br />

= 25.11 m3/sec<br />

TA<br />

= 0.29 hrs (no change)<br />

There<strong>for</strong>e, Q = F . 0<br />

F = 2.8<br />

There<strong>for</strong>e, Q = 2.8 . 25.11<br />

= 70.3 m3 /see<br />

25

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