Page 231 - Biosystems Engineering
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Design of Sustainable W ater Management Systems        209

               However, steeper slopes and increased velocities of water will cause
               soil erosion. Therefore, the maximum slope should not exceed
               0.6 percent in agricultural soils to prevent soil erosion. When the land
               surface profile is generally flat, a minimum slope needs to be main-
               tained to allow water flow to take place. As the ditch slope decreases,
               the velocity of water decreases, allowing suspended sediments to
               settle. This will cause frequent silting up of ditches and reduction in
               water conveyance capacity, which imposes additional ditch cleanup
               work. To avoid this problem, a minimum slope of 0.1 percent is rec-
               ommended. Depending on the land surface profile, the slope might
               change along the length of the ditch. The slope change should be
               gradual to avoid the scouring action of the change in velocity of water
               flowing in the drainage ditch.
                   Sometimes, it would appear that a ditch design would not be pos-
               sible without violating the above criteria. If the land profile is too
               steep, the ditches could be constructed in sections, at the required
               maximum slope, with the different elevations connected by  drop
               structures consisting of rocks or wood to break the energy of the fall-
               ing water. The ease of machinery operation should be taken into
               account when such designs are proposed.
               Subsurface Drainage
               Unlike surface drainage ditches, subsurface drainage tiles are buried
               below the ground surface and do not interfere with machinery opera-
               tion. The tiles are relatively maintenance free. The word tiles originates
               from the use of 30-cm-long clay tiles that were tapered to facilitate
               insertion in series during installation. At present, corrugated plastic
               pipes are more popular because of their ease of installation, low cost,
               and durability. However, the phrase “tile drainage” is still used to
               refer to such systems as well. Corrugated plastic pipes are installed at
               depths ranging from 1.0 to 1.3 m below the ground surface. Specially
               designed drainage installation machinery is used for field installation
               (Fouss and Fausey 2007). The depth of installation is controlled by a
               laser plane set at the desired slope. A laser beam detector attached to
               the installation arm will move up and down to compensate for the
               undulating land surface while maintaining a uniform slope along the
               length of the subsurface drain. All subsurface drains are connected to
               a large collector drain, which diverts the water to the drainage outlet.
                   Biosystems engineers have developed drainage design methods
               and computer models to help determine optimum spacing of depth
               of installation for a given soil (Skaggs 2007).


          6.7 Salinity Control
               The consequences of salinization of agricultural land have been
               recorded in history (Hillel 2000). Wherever irrigation and drainage
               is  practiced, careful precautions should be taken to monitor salt
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