Hydraulic design of straight compound channels - volume 1

1.000 114.8n 114. 855 143. 255 101 .205. 2.000 128. 370 131. 172 157.748 117.760 ... p20, last line levels should read levees p47, para 2.4. 8,. 1 3;. 1 6;. 1 8 ...