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<br /> A.ccum Incr. <br />Time Rainfall Rainfa <br />(min.) :inches) (inche <br />160 3.26 .05 <br />170 :3.31 .05 <br />180 :3.35 .04 <br />190 :3.38 .03 <br />200 3.41 .03 <br />210 :3.44 .03 <br />220 :3.47 .03 <br />230 3.:50 .03 <br />240 3.53 .03 <br />250 1156 .03 <br />260 11.59 .03 <br />270 :J.62 .03 <br />280 :J.64 .02 <br />290 Il66 .02 <br />300 :1.68 .02 <br />310 :1.70 .02 <br />320 :1.72 .02 <br />330 :1.74 .02 <br />340 :J.76 .02 <br />350 :1.78 .02 <br />360 :1.80 .02 <br /> <br />3. A plot of the final storm arrangement is: <br /> <br />Colorado Flood <br />Hydrology Manual <br /> <br />7.8 <br /> <br />----- <br />--- - <br /> <br />II <br />s) <br /> <br />Arrang ed <br />Incr. Rainfall <br />Rain Intensity <br />(inches) (in/hr) <br />-------- ----. <br />20 1.20 <br />------ --- <br />45 2.70 <br />-- ----- <br />1,2-1 '126 <br />------. <br />45 270 <br />-- <br />19 1 14 <br />---~ --- <br />.08 .48 <br />06 36 <br />-- <br />OS 30 <br />------ <br />05 30 <br />--- ---.- <br />05 30 <br />------ <br />05 30 <br />---- --- <br />03 18 <br />------ --- <br />03 18 <br />--- <br />03 18 <br />----- <br />J)3 18 <br />------ <br />03 18 <br />---- --"- <br />.02 12 <br />---- ---.- <br />.02 .12 <br />---- <br />02 12 <br />------ <br />02 .12 <br />------ <br />.02 .12 <br />----- --.-- <br /> <br />DRAFT <br />