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B REVIEW OF LITERATURE
ORGANIZATION AND EQUIPMENT
4 other sections not shown
amount of soil average depth Bluegrass chan channel bottom channel depth channel design channel gradient channel showing circular weir computed conservation crossed points decreasing rates depth of water discharge Dotted points Engineering eroded experiment experimental channel feet per second flow conditions flow in open four feet fragipan grade graphs H H H half feet hardpan hydraulic jumps hydraulic radius inch of soil inch per station increasing flows increments of flow lines for increasing Log-log plot Manning's formula Moved against Velocity moved in inches Nomographs obtained plot of Soil plow point gauge pump Radius for channels radius in feet Radius x Velocity rates of flow rectangular retardance coefficient roughness coefficient Scattergram plot side steel plates soil horizon soil moved Subsoil channel subsoil conditions surface test runs topsoil and subsoil Topsoil channel topsoil conditions velocity in feet Volusia soil water level weir head weir plate weir tank