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<br /> TABLE 3 <br /> ARIl.AYS j"OR SPILL~lAY fl./l'rltlG <br />ill HU{E( N) HI!.HD(N) ee(N) ~(N) ZKP(lI) (1) UJ.(N) (2) <br />1 0 0 3.100 0 .123 -.ooC .005 <br /> , <br />2 .05 .1 3.205 .0059 .101 .023 .0.30 <br />3 .1 .2 3.320 .0090 .082 .01,5 .053 , <br />4 .15 .3 3.415 .ollb .063 .062 .074 <br />5 .2 .4 3.520 .0135 .046 .n74 .092 <br />6 .25 .5 3.617 .0155 .034 .081 .112 <br />7 .3 .6 3.710 .0174 .026 .089 .123 <br />8 .4 .7 3.800 .0191 .017 .093 .137 <br />9 .5 .8 3.880 .0208 .009 .097 . ISO <br />10 .6 .9 3.943 .0224 .003 .099 .162 <br />11 .7 1 4.000 .0241 0 .100 .174 <br />12 .8 1.1 4.045 .0260 -.006 .100 .182 <br />13 .85 1.2 4.070 .0281 -.012 .100 .189 <br />14 .9 1.3 4.090 .0307 -.013 .100 .194 <br /> <br />(1) Aoutment contraction coefficients for adjacent concrete non over- <br />flow section using W.E.S. Hydraulic Design Chart III - 3/1 dated <br />A.ugust 1960 and making KA . .1 at HE/HD .. 1.0. <br /> <br />(2) Abutment contraction coefficients for adjacent embankment non overflow <br />secti'on from W.E.S. Hydraulic Design Chart III - 3/2 Rev. January 1964. <br /> <br />. <br /> <br />: <br /> <br />10 <br />