Page 120 - Fair, Geyer, and Okun's Water and wastewater engineering : water supply and wastewater removal

JWCL344_ch03_061-117.qxd 8/17/10 7:48 PM Page 83
q 1 exp -y -r 2 dy 4B 2 y 2.0 1.5 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.15 0.2278 0.4276 0.8420 0.9735 1.1307 1.3210 1.5550 1.8488 2.2291 2.7449 3.5054 4.0601 3.5054 4.0595 2.2290 2.7428 3.4567 3.8821 1.1307 1.3210 1.5550 1.8486 2.2253 2.7104 3.2875 3.5725 0.8409 0.9700 1.1210 1.2955 1.4927 1.7075 1.9283 2.1371 2.3110 2.3776 0.2278 0.4271 0.8190 0.9297 1.0505 1.1791 1.3115 1.4422 1.5644 1.6704 1.7527 1.7829 0.1944 0.3007 0.4210 0.4440 0.4658 0.4860 0.5044 0.5206 0.

L y u 0.10 4.8541 4.8530 4.8292 4.2960 3.8150 2.4271 1.8050 0.5581 0.2190 0.0011
W(u, r>B) 0.075 5.4228 6.2285 5.4228 6.2282 5.4062 6.0821 5.3078 5.7965 4.4713 4.6084 3.9091 3.9795 2.4448 2.4576 1.8128 1.8184 0.5588 0.5594 0.2191 0.2193 0.0011 0.0011

Values of the Function W(u, r>B) 0.05 0.025 0.01 7.6111 9.4425 9.4413 9.4176 7.6000 8.8827 7.5199 8.3983 6.7357 6.9750 6.1823 6.3069 4.6960 4.7212 4.0231 4.0356 2.4653 2.4675 1.8218 1.8227 0.5597 0.5598 0.2194 0.2194 0.0011 0.0011

Table 3.4 r>B 0.005 u 10.8286 0 10.8283 0.000001 10.6822 0.000005 10.3963 0.00001 9.2052 0.00005 8.5717 0.0001 7.0118 0.0005 6.3253 0.001 4.7249 0.005 4.0373 0.01 2.4678 0.05 1.8229 0.1 0.5598 0.5 0.2194 1.0 0.0011 5.0

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