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<br />LIST OF SYMBOLS (continued) <br /> <br />Symbol <br /> <br />Term <br /> <br />K <br /> <br />k <br />w <br />~ <br /> <br />L <br /> <br />Shape factor of stone <br /> <br /> <br />Stone size for stone of w pounds per cubic foot <br /> <br /> <br />Long axis of stone <br /> <br />Length <br /> <br /> <br />Manning's roughness coefficient <br /> <br />Wetted perimeter <br /> <br /> <br />Total discharge <br /> <br /> <br />Design discharge <br /> <br /> <br />Centerline radius of channel bend <br /> <br /> <br />Hydraulic radius <br /> <br />Mean radius of outside bank of bend <br /> <br /> <br />Mean radius of channel centerline <br /> <br />n <br /> <br />p <br />Q <br />~ <br /> <br />r <br /> <br />R <br /> <br />Rd <br /> <br />R <br />o <br />S <br />e <br />Sf <br /> <br />SF <br /> <br />SF <br />m <br />S <br />o <br />S <br />w <br />t <br /> <br />y <br /> <br />Energy slope <br />Friction slope <br />Safety factor for riprap on side slope with horizontal flow <br />Safety factor for rip rap on side slope with no flow <br />Channel bed slope <br />Water-surface slope <br />Thickness of rip rap normal to face slope <br />Top width of channel; water-surface width of channel <br />Point velocity; kinematic viscosity <br />Velocity <br />Average (mean) velocity in cross section <br />Maximum point velocity in cross section <br />Velocity against stone <br />Unit weight of stone; water-surface width at upstream end of bend <br />Unit weight of stone <br />Class weight of stone <br />Weight of stone <br />Depth above boundary corresponding to v <br />Side slope, ratio of horizontal to vertical <br />Unit weight of water <br />Specific weight of stone <br /> <br />T <br /> <br />v <br /> <br />j <br />j <br />, <br />i <br />i <br />I <br /> <br />I <br /> <br />V <br /> <br />V <br />a <br />V <br />m <br />V <br />s <br />w <br /> <br />W <br /> <br />W <br />c <br />W <br />s <br /> <br />y <br /> <br />z <br /> <br />Ys <br /> <br />VII <br />