Advances in Civil Engineering / 2019 / Article / Tab 6

Research Article

Calculation Methods for the Permeability Coefficient of Concrete Face Rockfill Dam with Cracks

Table 6

Comparisons between calculated and monitoring values.

DateUpstream water (m)Calculated seepage discharge (L/s)Monitoring seepage discharge (L/s)Calculated data-monitoring data/monitoring data (%)

2004-12-19753.093.233.14.02
2008-12-20738.763.463.76.49
2009-11-6740.633.12.864.98
2009-12-7737.553.033.153.81
2010-11-6749.953.673.987.79
2011-12-24745.563.483.75.95
2012-10-15738.183.043.328.43

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