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---- I TABLE 6 I McKAY LAKE BASIN - CONVEYANCE ELEMENT PARAMETERS OVERBANKI I TYPE OF WIDTH INVERT SIDE SLOPES SURCHARGE GUTTER GUTTER CONVEYANCE OR DIAM LENGTH SLOPE HORIZ TO VERT MANNING DEPTH NUMBER CONNECTION ELEMENT (FT) (FT) (FT/FT) L R N (FT) 19 300 CHANNEL 50.0 1400. .0040 4.0 4.0 .035 10.00 I 301 19 CHANNEL 50.0 1. .0040 4.0 4.0 .035 10.00 1 301 CHANNEL 46.0 1600. .0040 4.0 4.0 .035 10.00 I 2 1 CHANNEL 45.0 1350. .0040 4.0 4.0 .035 10.00 3 302 CHANNEL 41.0 2550. .0040 4.0 4.0 .035 10.00 4 303 CHANNEL 24.0 3150. .0050 4.0 4.0 .035 10.00 I 5 304 CHANNEL 15.0 950. .0050 4.0 4.0 .035 10.00 6 305 CHANNEL 2.0 4200. .0050 4.0 4.0 .035 10.00 7 306 CHANNEL .0 4800. .0100 4.0 4.0 .035 10.00 8 302 CHANNEL .0 3500. .0140 4.0 4.0 .035 10.00 I 9 303 CHANNEL .0 3200. .0140 4.0 4.0 .035 10.00 10 9 CHANNEL .0 2450. .0170 4.0 4.0 .035 10.00 11 304 CHANNEL .0 2300. .0050 4.0 4.0 .035 10.00 I 12 304 CHANNEL .0 4650. .0120 4.0 4.0 .035 10.00 13 305 CHANNEL .0 4200. .0160 4.0 4.0 .035 10.00 14 305 CHANNEL .0 2600. .0080 4.0 4.0 .035 10.00 I 15 14 CHANNEL .0 4600. .0100 4.0 4.0 .035 10.00 16 306 CHANNEL .0 2100. .0180 4.0 4.0 .035 10.00 302 2 CHANNEL 45.0 1. .0040 4.0 4.0 .035 10.00 303 3 CHANNEL 41.0 1. .0050 4.0 4.0 .035 10.00 I 304 4 CHANNEL 22.0 1. .0050 4.0 4.0 .035 10.00 305 5 CHANNEL 14.0 1. .0050 4.0 4.0 .035 10.00 306 6 CHANNEL .0 1. .0050 4.0 4.0 .035 10.00 I 20 301 CHANNEL 7.0 l850. .0050 4.0 4.0 .035 10.00 21 311 CHANNEL 3.0 2550. .0050 4.0 4.0 .035 10.00 22 312 CHANNEL .0 3950. .0050 4.0 4.0 .035 10.00 23 311 CHANNEL .0 3500. .0050 4.0 4.0 .035 10.00 I 24 312 CHANNEL .0 3800. .0050 4.0 4.0 .035 10.00 311 20 CHANNEL 12.0 1. .0050 4.0 4.0 .035 10.00 312 2l CHANNEL 5.0 1. .0050 4.0 4.0 .035 10.00 I I I I I I I 10