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xv | |
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xix | |
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xxv | |
Preface |
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xxvii | |
About the authors |
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xxix | |
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1 | (56) |
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1 Land drainage for agriculture |
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3 | (28) |
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1.1 Drainage objectives; Scope of the book |
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5 | (3) |
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1.2 Global drainage zones |
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8 | (1) |
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8 | (1) |
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1.2.2 Arid and semi-arid zone |
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9 | (1) |
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1.2.3 Humid and semi-humid zone |
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9 | (1) |
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1.3 Agro-hydrological regimes |
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9 | (2) |
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11 | (6) |
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1.4.1 Positive and adverse impacts |
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11 | (2) |
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1.4.2 Responses to improved drainage |
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13 | (4) |
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17 | (1) |
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17 | (2) |
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19 | (1) |
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1.8 Environmental impacts |
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20 | (8) |
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1.8.1 Stream flow regimes |
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21 | (1) |
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21 | (3) |
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1.8.3 Wetlands and conservation drainage |
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24 | (4) |
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28 | (1) |
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1.9 Drainage development considerations |
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28 | (3) |
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2 Planning and design considerations |
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31 | (10) |
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33 | (4) |
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2.2 Percolation of excess irrigation water |
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37 | (1) |
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2.3 Design of field drainage systems |
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38 | (1) |
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2.4 Determination of design criteria |
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39 | (2) |
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3 Remote sensing and field reconnaissance |
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41 | (8) |
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3.1 Need for drainage and problem diagnosis |
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41 | (1) |
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3.2 Remote sensing and aerial survey |
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42 | (2) |
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44 | (1) |
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3.4 Planning stakeholder engagement |
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44 | (1) |
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3.5 Stages of project preparation |
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45 | (1) |
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3.6 Operation, management and maintenance |
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46 | (3) |
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49 | (8) |
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49 | (2) |
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51 | (1) |
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52 | (1) |
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4.4 Cost evaluation of open and pipe drainage systems incl. O&M |
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52 | (2) |
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4.5 Cost calculations for pipe drainage systems |
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54 | (3) |
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4.5.1 Cost structure for pipe drainage construction |
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54 | (1) |
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4.5.2 Guidelines for cost calculations |
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54 | (1) |
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4.5.3 Example cost calculation |
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55 | (2) |
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57 | (60) |
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5 Climate, land, soil and environment |
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59 | (24) |
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59 | (3) |
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5.1.1 Climate; soil moisture balance calculations |
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59 | (3) |
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5.1.2 Climate: rainfall depth-duration-frequency studies |
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62 | (1) |
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62 | (1) |
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5.3 Soil and land conditions |
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63 | (2) |
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5.4 Soil parameters and properties |
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65 | (6) |
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65 | (3) |
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68 | (1) |
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5.4.3 Bulk density and soil moisture content |
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69 | (1) |
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5.4.4 Sample quantity and density |
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70 | (1) |
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5.4.5 Data requirement for drain envelope design |
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70 | (1) |
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5.5 Watertable and groundwater |
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71 | (3) |
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5.5.1 Watertable observation wells |
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71 | (1) |
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5.5.2 Piezometric studies |
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72 | (1) |
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5.5.3 Groundwater sampling |
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73 | (1) |
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5.6 Hydrology and geohydrology |
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74 | (1) |
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5.6.1 Runoff and flooding |
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74 | (1) |
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74 | (1) |
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5.6.3 Geohydrological conditions |
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74 | (1) |
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5.7 Agriculture and irrigation |
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75 | (1) |
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5.8 Pilot areas and field testing |
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75 | (4) |
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5.8.1 Types of pilot areas |
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76 | (1) |
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5.8.2 Analysis of results of pilot areas |
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77 | (1) |
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5.8.3 Visual drainage need assessment |
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77 | (1) |
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5.8.4 Statistical analysis |
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78 | (1) |
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79 | (4) |
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5.9.1 Environmental impact assessment |
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80 | (1) |
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5.9.2 Miscellaneous investigations |
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80 | (3) |
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83 | (14) |
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6.1 Forms and nature of occurrence of water in the soil |
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83 | (2) |
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6.2 Pressures in the soil water |
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85 | (1) |
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6.3 Soil moisture characteristics |
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86 | (2) |
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6.4 Soil water potential and soil water movement |
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88 | (2) |
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6.5 Unsaturated zone; soil moisture constants |
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90 | (2) |
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6.6 Infiltration and percolation |
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92 | (2) |
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6.7 Groundwater flow; Laplace Equation |
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94 | (3) |
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97 | (20) |
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7.1 Laboratory measurement |
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98 | (2) |
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7.2 Field measurements below the watertable |
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100 | (8) |
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100 | (5) |
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105 | (1) |
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7.2.3 Drain outflow method |
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106 | (2) |
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7.3 Field measurements above the watertable |
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108 | (3) |
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7.3.1 Infiltrometer-method |
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108 | (2) |
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7.3.2 Inverted augerhole method (Porchet method) |
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110 | (1) |
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111 | (2) |
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7.5 Surveys and data processing |
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113 | (4) |
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PART III Systems and technology |
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117 | (76) |
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8 Subsurface drainage systems |
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119 | (42) |
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120 | (3) |
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123 | (1) |
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124 | (5) |
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129 | (7) |
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129 | (4) |
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133 | (2) |
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135 | (1) |
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8.5 Envelope design guidelines and criteria |
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136 | (8) |
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136 | (4) |
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140 | (1) |
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8.5.3 Synthetic envelopes |
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140 | (4) |
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8.6 Structures in pipe drain systems |
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144 | (5) |
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8.6.1 Surface water inlets |
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144 | (1) |
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8.6.2 Inspection, junctions and control |
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144 | (2) |
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146 | (1) |
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8.6.4 Outlet of a pipe drain into a ditch or canal |
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146 | (1) |
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146 | (3) |
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8.7 Construction of pipe drain systems |
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149 | (12) |
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8.7.1 Setting out, depth and grade control |
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149 | (2) |
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8.7.2 Installation methods and machinery |
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151 | (5) |
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8.7.3 Construction and quality control |
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156 | (1) |
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8.7.4 Timing of installation |
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157 | (1) |
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8.7.5 Installation below the watertable |
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157 | (1) |
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158 | (3) |
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9 Surface/shallow drainage systems |
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161 | (18) |
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162 | (2) |
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9.2 Shallow ditch systems |
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164 | (8) |
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9.2.1 Types of shallow ditch systems |
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164 | (5) |
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9.2.2 Some technical aspects of shallow ditch systems |
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169 | (3) |
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9.3 Mole drainage systems |
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172 | (3) |
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9.4 Pipe drainage systems |
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175 | (1) |
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9.5 Complementary measures |
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176 | (3) |
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176 | (2) |
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178 | (1) |
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9.5.3 Chemical amendments and organic matter |
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178 | (1) |
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178 | (1) |
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179 | (14) |
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179 | (8) |
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10.1.1 Drainage basin (watershed, catchment) |
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180 | (1) |
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10.1.2 Types and alignment of drainage canals |
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181 | (2) |
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10.1.3 Outlet and water levels |
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183 | (2) |
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185 | (2) |
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10.2 Lowland and upland drainage |
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187 | (6) |
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187 | (1) |
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188 | (2) |
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190 | (1) |
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10.2.4 Drainage of urban areas |
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191 | (2) |
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193 | (98) |
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11 Design of pipe drainage systems |
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195 | (32) |
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195 | (4) |
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11.2 Drain spacing formulae |
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199 | (1) |
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200 | (5) |
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11.3.1 Use of the Hooghoudt formula |
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201 | (1) |
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11.3.2 Notes on the Hooghoudt formula |
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201 | (3) |
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11.3.3 Drain spacing determination in anisotropic soils |
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204 | (1) |
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11.4 Non-steady state drainage formulae |
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205 | (7) |
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11.4.1 Falling watertable (Glover-Dumm formula) |
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206 | (3) |
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11.4.2 Fluctuating watertable (de Zeeuw and Hellinga formula) |
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209 | (3) |
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11.5 Basic design criteria |
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212 | (6) |
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11.5.1 Criteria for off-season drainage |
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212 | (2) |
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11.5.2 Criteria for crop-season drainage |
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214 | (3) |
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11.5.3 The impact of drain depth and drainable pore space |
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217 | (1) |
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11.5.4 Drainage criteria determined by simulation |
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217 | (1) |
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218 | (3) |
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221 | (6) |
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227 | (34) |
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12.1 Discharge transformation |
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227 | (4) |
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12.2 Design considerations |
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231 | (2) |
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12.3 Statistical analysis of observed discharges |
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233 | (1) |
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234 | (6) |
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12.4.1 Subsurface drainage |
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235 | (2) |
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237 | (2) |
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12.4.3 Further guidance for flat basins |
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239 | (1) |
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240 | (9) |
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240 | (4) |
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12.5.2 Curve number method |
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244 | (2) |
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12.5.3 Synthetic hydrographs |
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246 | (3) |
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12.6 Area reduction formulae |
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249 | (1) |
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12.7 Discharge reduction through storage |
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250 | (11) |
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12.7.1 Retention reservoirs |
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251 | (5) |
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256 | (5) |
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13 Design of drainage canals, pumps and structures |
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261 | (30) |
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261 | (9) |
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263 | (2) |
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13.1.2 Hydraulic gradient and water levels |
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265 | (2) |
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13.1.3 Permissible flow velocities |
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267 | (1) |
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267 | (1) |
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13.1.5 Roughness coefficient |
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268 | (1) |
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268 | (2) |
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13.2 Structures in drainage canals |
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270 | (6) |
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13.2.1 Culverts and bridges |
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270 | (1) |
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271 | (1) |
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272 | (2) |
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13.2.4 Example canal design |
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274 | (2) |
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276 | (4) |
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13.3.1 Local variations in tide |
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276 | (2) |
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13.3.2 Discharge through a sluice |
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278 | (1) |
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13.3.3 Example of calculations |
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279 | (1) |
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280 | (11) |
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282 | (1) |
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13.4.2 Pumping head and characteristics |
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283 | (2) |
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285 | (2) |
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13.4.4 Sump and intake design |
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287 | (1) |
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13.4.5 Power and cost calculations |
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287 | (1) |
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13.4.6 Example cost calculations of an electrically driven pump |
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288 | (3) |
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291 | (64) |
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293 | (26) |
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14.1 Forms of occurrence and distribution of salts in the soil |
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293 | (5) |
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295 | (1) |
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295 | (2) |
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14.1.3 Equilibrium relationships |
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297 | (1) |
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14.1.4 Distribution of salts in the soil |
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298 | (1) |
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14.2 Agricultural impacts; diagnosis and assessment |
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298 | (10) |
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299 | (5) |
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304 | (2) |
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14.2.3 Dispersion problems |
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306 | (1) |
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14.2.4 Corrosion problems |
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307 | (1) |
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308 | (3) |
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14.3.1 Classification systems |
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308 | (2) |
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310 | (1) |
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14.4 Conventional mapping and sampling |
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311 | (4) |
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311 | (1) |
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14.4.2 Laboratory analysis |
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312 | (3) |
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14.5 New salinity measurement and mapping techniques |
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315 | (4) |
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316 | (1) |
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14.5.2 Time Domain Reflectometry |
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316 | (1) |
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14.5.3 Remote Sensing methods |
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317 | (2) |
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15 Irrigation induced salinisation |
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319 | (16) |
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15.1 Salinisation by the applied irrigation water |
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319 | (1) |
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15.2 Salinisation from the groundwater (capillary salinisation) |
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320 | (3) |
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15.2.1 Critical watertable depth |
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321 | (1) |
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15.2.2 Factors influencing capillary salinisation |
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321 | (2) |
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323 | (1) |
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15.4 Salt balance of irrigated land |
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323 | (5) |
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15.4.1 Leaching requirement calculations |
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326 | (1) |
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15.4.2 Regional salt balances |
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327 | (1) |
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15.5 Irrigation water quality |
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328 | (7) |
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329 | (1) |
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330 | (1) |
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331 | (1) |
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15.5.4 Examples of irrigation water quality appraisal |
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332 | (3) |
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16 Drainage of irrigated land |
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335 | (20) |
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16.1 Waterlogging and salinity |
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335 | (1) |
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336 | (2) |
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16.3 Pipe drainage systems |
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338 | (10) |
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339 | (2) |
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341 | (4) |
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345 | (2) |
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347 | (1) |
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16.4 Well or vertical drainage |
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348 | (3) |
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348 | (2) |
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16.4.2 Design of well (vertical) drainage |
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350 | (1) |
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351 | (4) |
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352 | (1) |
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16.5.2 Disposal of saline drainage water |
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352 | (3) |
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355 | (62) |
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17 Seepage and interception |
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357 | (12) |
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17.1 Drainage systems for sloping land |
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357 | (3) |
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17.1.1 Longitudinal drainage |
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358 | (1) |
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17.1.2 Transverse drainage |
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358 | (2) |
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360 | (3) |
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17.2.1 Interception of seepage down the slope |
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360 | (2) |
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17.2.2 Interception of canal seepage |
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362 | (1) |
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17.3 Natural drainage of river valleys |
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363 | (1) |
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17.4 Seepage into a polder |
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364 | (3) |
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17.4.1 Semi-confined flow |
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364 | (2) |
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366 | (1) |
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17.5 Seep zones and springs |
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367 | (2) |
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18 Reclamation and drainage of unripened soils |
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369 | (12) |
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18.1 The soil ripening processes |
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369 | (2) |
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369 | (2) |
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18.1.2 Other ripening processes |
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371 | (1) |
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18.2 Reclamation and drainage methods |
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371 | (3) |
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18.2.1 Early reclamation stage |
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371 | (1) |
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18.2.2 Development of the hydraulic conductivity (K-value) |
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372 | (1) |
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18.2.3 Advanced reclamation stage |
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372 | (1) |
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18.2.4 Drainage, evaporation and ripening |
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373 | (1) |
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374 | (1) |
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18.3.1 Acidification processes |
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374 | (1) |
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18.3.2 Neutralisation and reclamation |
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374 | (1) |
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375 | (1) |
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18.4 Subsidence prediction |
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375 | (6) |
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18.4.1 Ripening subsidence |
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376 | (1) |
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18.4.2 Settlement subsidence due to lowering of the watertable |
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376 | (2) |
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18.4.3 Oxidation of peat soils |
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378 | (1) |
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18.4.4 Experiences in the Netherlands |
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378 | (3) |
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19 Drainage of rice lands |
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381 | (10) |
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381 | (5) |
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386 | (1) |
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19.3 Crop diversification |
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387 | (1) |
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388 | (3) |
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391 | (14) |
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20.1 Issues and developments |
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391 | (1) |
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20.2 Design considerations |
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392 | (8) |
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20.2.1 Layout and technical provisions |
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393 | (2) |
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395 | (1) |
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20.2.3 Reuse arrangements |
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396 | (1) |
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20.2.4 Discharge control and watertable management |
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397 | (3) |
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20.3 Operation and maintenance by farmers |
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400 | (3) |
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20.4 Controlled drainage at the regional level |
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403 | (2) |
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405 | (12) |
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21.1 Drainage design applications |
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405 | (3) |
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406 | (1) |
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406 | (2) |
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21.1.3 Preparation of drawings and documents |
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408 | (1) |
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21.2 Rainfall discharge models |
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408 | (1) |
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409 | (1) |
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409 | (1) |
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21.3 Ground water flow models |
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409 | (2) |
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21.3.1 Spreadsheet models |
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410 | (1) |
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21.3.2 MODFLOW and integrated programs |
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410 | (1) |
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410 | (1) |
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21.4 Agrohydrological models |
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411 | (3) |
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21.4.1 DRAINMOD version 6 |
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412 | (1) |
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413 | (1) |
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21.5 Salinity prediction models |
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414 | (3) |
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414 | (1) |
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415 | (2) |
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PART VII Management and New Developments |
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417 | (40) |
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22 Research and innovation |
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419 | (6) |
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22.1 Hydroluis pipe-envelope drainage |
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419 | (1) |
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420 | (1) |
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22.3 Precision agriculture for water quality control |
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420 | (1) |
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22.4 Bi-level subsurface drainage |
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421 | (4) |
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23 Institutional, organisational and financial arrangements |
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425 | (10) |
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425 | (1) |
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23.2 Development and management models |
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426 | (2) |
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23.2.1 Public/private good model |
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426 | (1) |
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23.2.2 Participatory development |
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426 | (2) |
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23.2.3 Management Transfer |
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428 | (1) |
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23.3 Public drainage organisation |
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428 | (2) |
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430 | (5) |
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430 | (1) |
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23.4.2 Operation and maintenance costs |
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431 | (1) |
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431 | (4) |
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435 | (14) |
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435 | (1) |
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24.2 Organisation, planning and execution |
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436 | (1) |
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24.3 Maintenance of open drainage canals |
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436 | (6) |
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436 | (1) |
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437 | (3) |
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24.3.3 Methods and equipment |
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440 | (2) |
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24.3.4 Environmental considerations |
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442 | (1) |
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24.4 Maintenance of pipe drains |
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442 | (4) |
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443 | (1) |
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444 | (1) |
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24.4.3 Chemical clogging (iron ochre, gypsum) |
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444 | (1) |
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445 | (1) |
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446 | (1) |
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24.5 Developing countries |
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446 | (3) |
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25 Performance assessment and benchmarking |
|
|
449 | (8) |
|
25.1 Drainage design and performance |
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|
449 | (1) |
|
|
450 | (2) |
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25.3 Performance assessment procedure |
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|
452 | (2) |
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25.3.1 Preliminary investigations (first step) |
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|
453 | (1) |
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25.3.2 Primary investigation (second step) |
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|
453 | (1) |
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25.3.3 Cause analysis (third step) |
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|
453 | (1) |
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25.4 Performance checking of pipe systems |
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|
454 | (1) |
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25.5 Causes of under-performance of drainage systems |
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|
455 | (2) |
References and further reading |
|
457 | (16) |
Index |
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473 | |