MIL-HDBK-1005/16
Page
9.1
Introduction ............................
155
9.2
Surface Water Discharge Outfalls ........
155
9.2.1
Outfall Location ........................
155
9.2.2
Outfall Configuration ...................
155
9.2.3
Sizing/Capacity .........................
156
9.2.4
Outfall Depth ...........................
156
9.2.5
Outfall Protection ......................
156
9.3
Groundwater Recharge ....................
157
9.3.1
Infiltration Basins .....................
157
9.3.1.1
Applications Guidance ...................
157
9.3.1.2
General Design Guidance .................
158
9.3.2
Injection Wells .........................
158
9.3.2.1
Applications Guidance ...................
159
9.3.2.2
General Design Guidance .................
159
9.3.2.3
Design Details Determined During
Installation ............................
163
9.3.2.4
Operational Considerations ..............
164
9.4
Aquifer Storage Recovery ................
165
9.4.1
Applications Guidance ...................
165
9.4.2
General Design Guidance .................
166
10.1
Introduction ............................ 168
10.2
Data Requirements for Design of Solids
Conveyance and Pretreatment Systems ..... 168
10.3
Piping Design ........................... 168
10.3.1
Pipe Sizing ............................. 168
10.3.2
Material Selection ...................... 168
10.3.3
Head Loss Determination ................. 169
10.3.4
System Layout ........................... 169
10.4
Pump Selection .......................... 169
10.4.1
Centrifugal Pumps ....................... 170
10.4.2
Progressing Cavity Pumps ................ 171
10.4.2.1
Capacity and Power Considerations ....... 171
10.4.3
Plunger Pumps ........................... 172
10.4.3.1
Pulse Flow/Capacity Considerations ...... 172
10.4.4
Diaphragm Pump .......................... 173
10.4.5
Rotary Lobe Pump ........................ 173
xi
Previous Page
