Table 3 Table of values for profiled abutments and pillars without extension wall. Corresponds to Fig. 7c.
From: Discharge distribution in a multi-outlet spillway with varying adverse conditions
Mean inflow [l/s] | Mean out1 [%] | Mean out2 [%] | Mean out3 [%] | H1 [mm] | H2 [mm] | H3 [mm] | \(\Sigma\) ratios [%] |
|---|---|---|---|---|---|---|---|
61.7 | 32.33 | 33.85 | 33.81 | 117.1 | 116.8 | 117.8 | 99.99 |
88.7 | 32.41 | 33.96 | 34.14 | 150.1 | 149.2 | 151.3 | 100.51 |
109.2 | 32.38 | 33.87 | 34.26 | 173.3 | 171.7 | 174.4 | 100.51 |
129.9 | 32.19 | 34.06 | 34.24 | 196.2 | 194.2 | 197.3 | 100.49 |
149.2 | 32.18 | 34.11 | 34.34 | 215.4 | 213.2 | 216.6 | 100.63 |
178.8 | 31.61 | 34.37 | 34.74 | 244.0 | 241.0 | 244.4 | 100.72 |
