Engineering Hydrology: Basic Theories and Practices

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Table 4 12 Approximation of roughness height of natural surfaces source Brutsaert W in Chow et al 1988 Table 4 13 Saturated vapor pressure source Brutsaert 1982 in Chow et al 1988 Table 4 14 Data for Example 4 8 Table 4 15 Result of calculation for Example 4 9 Table 4 16 Data for Example 4 11 Table 4 17 Calculation for Example 4 11 Table 4 18 The Calculation of Correlation Coefficient for Example 4 11 Table 4 19 Data for Example 4 12 Table 4 20 Calculation for Example 4 12 Table 4 21 Runoff Coefficient C for many types of ground cover in urban area for 5 and 10 years return period Chow et al 1988 Ponce 1989 Table 4 22 Data for Example 4 13 Table 4 23 Calculation for Example 4 13 Table 4 24 Data for Example 4 14 Table 4 25 Calculation for Example 4 14 Table 4 26 Ordinates of a 3 h hydrograph for Example 4 16 Table 4 27 Calculation Result of Example 4 16 Table 4 28 Flow Hydrograph Ordinates for Example 4 17 Table 4 29 Direct Runoff for Example 4 17 Table 4 30 The Ordinates of Unit Hydrograph for Example 4 17 Table 4 31 The Data for Example 4 18 Table 4 32 Calculation for Example 4 18 Table 4 33 Ordinates of Direct Runoff Hydrograph for Example 4 19 Table 4 34 Calculation for Example 4 19 Table 4 35 The Abscissa t Tp and the Ordinate Q Qp of SCS Dimensionless Unit Hydrograph source Subramanya 2008 Table 4 36 Table of Ke at Different Cross section Characteristic Table 4 37 Calculation for Example 4 13 xii 86 87 91 93 99 100 101 102 103 107 109 109 110 110 114 115 116 117 118 119 120 122 123 136 142 144 Engineering Hydrology Basic Theories and PracticesTable 4 12 Approximation of roughness height of natural surfaces source Brutsaert W in Chow et al 1988 Table 4 13 Saturated vapor pressure source Brutsaert 1982 in Chow et al 1988 ... Table 4 14 Data for Example 4 8 Table 4 15 Result of calculation for Example 4 9 Table 4 16 Data for Example 4 11 Table 4 17 Calculation for Example 4 11 Table 4 18 The Calculation of Correlation Coefficient for Example 4 11 Table 4 19 Data for Example 4 12 Table 4 20 Calculation for Example 4 12 Table 4 21 Runoff Coefficient C for many types of ground cover in urban area for 5 and 10 years return period Chow et al 1988 Ponce 1989 Table 4 22 Data for Example 4 13 Table 4 23 Calculation for Example 4 13 Table 4 24 Data for Example 4 14 Table 4 25 Calculation for Example 4 14 Table 4 26 Ordinates of a 3 h hydrograph for Example 4 16 Table 4 27 Calculation Result of Example 4 16 Table 4 28 Flow Hydrograph Ordinates for Example 4 17 Table 4 29 Direct Runoff for Example 4 17 Table 4 30 The Ordinates of Unit Hydrograph for Example 4 17 Table 4 31 The Data for Example 4 18 Table 4 32 Calculation for Example 4 18 Table 4 33 Ordinates of Direct Runoff Hydrograph for Example 4 19 Table 4 34 Calculation for Example 4 19 Table 4 35 The Abscissa t Tp and the Ordinate Q Qp of SCS Dimensionless Unit Hydrograph source Subramanya 2008 Table 4 36 Table of Ke at Different Cross section Characteristic Table 4 37 Calculation for Example 4 13 xii 86 87 91 93 99 100 101 102 103 107 109 109 110 110 114 115 116 117 118 119 120 122 123 136 142 144 Engineering Hydrology Basic Theories and Practices

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