Table 2 Table of values for profiled abutments and pillars with extension wall. Corresponds to Fig. 7b.
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 [%] |
|---|---|---|---|---|---|---|---|
62.1 | 32.53 | 34.23 | 34.12 | 119.2 | 120.5 | 123.8 | 100.88 |
87.8 | 32.30 | 34.28 | 33.87 | 150.2 | 152.6 | 156.9 | 100.45 |
111.0 | 32.22 | 34.17 | 34.28 | 177.1 | 180.3 | 185.6 | 100.67 |
129.1 | 31.93 | 34.26 | 34.27 | 197.2 | 201.2 | 207.6 | 100.46 |
148.3 | 31.60 | 34.36 | 34.42 | 217.6 | 222.0 | 229.1 | 100.38 |
180.1 | 31.06 | 34.50 | 34.66 | 248.7 | 253.6 | 261.5 | 100.22 |
