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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> Ul <br /> Z <br /> 30 30 30 0 Ul <br /> MUD GULCH MAIN CHANNEL MUD GULCH HAIN CHANNEL MUD GULCH MAIN CHANNEL H L <br /> X-SECTION ,. X-SECTION 80 X-SECTION 190 <br /> f- n.. <br /> U lL <br /> W <br /> Ul >- <br /> z 20 20 20 I f- <br /> a WATER SURFACE ELEVATIONS Ul <br /> H H <br /> ~ COMPUTED BY HEC-2 <br /> . Ul U <br /> > <br /> w 0 <br /> ~ <br /> W (( <br /> W Z <br /> > U 0 <br /> H <br /> ~ <br /> . 10 -VA - R Z <br /> ~ <br /> w ~0 100-YR &: See-YR ~0 ~0 >- <l: <br /> ~ <br /> ~ W U <br /> ..J <br /> :5291j5 ..J <br /> i0-YR. 25-YA a 50-YA " Elev. - 5249.0 f't " <l: <br /> , > <br /> ! <br /> 0 200 400 600 0 200 400 600 0 200 400 600 <br /> RELATIVE DISTANCE 0 <br /> LlI <br /> 0 a <br /> H <( <br /> 30 30 30 > l[ <br /> a. 0 <br /> MUD GULCH MAIN CHANNEL MUD GULCH MAIN CHANNEL MUD GULCH MAIN CHANNEL W <br /> X-SECTION 43 X-SECTION 1.60 X-SECTION 253 U) .J <br /> LlI Z 0 <br />~ a. 0 0 <br />. ::J H <br />. l- I- <br />~ ..J .. <br /> ::J > >- <br /> z 20 20 20 0 a. I- <br /> a <br />c H H W Z <br />~ ~ a. U) <br /> . ::l <br />~ > l!l Z <br /> w <l 0 0 <br /> ~ <br />w w 0 0 <br />~ w I&. <br />. > 0 U) <br />0 H -y & 5 0 YR W I- <br />m ~ <br />~ . I I- 0 Z <br />~ 500-YR Z a. <br />< w ~0 ~0 ~0 0 <br />0 ~ LlI ::J <br />H l00-YR I: 0 L <br />~ 50-YR S31l. <br />~ 25-YR 8. 50-YR 25-YR I- U) W <br />w U-YR a. W <br />> l[ <br /> <l a. <br /> Elev. ~ " n. IL <br /> LlI ..J <br /> Elev. :5236.2 l'''t ] D <l <br /> It <br /> ::J <br /> U) I- <br /> 0 200 400 0 200 400 600 0 400 <l <br /> 600 200 600 ::J Z <br /> RELATIVE DISTANCE <br /> HORIZONTAL SCALEl 1 In. = 200 rt <br /> ~X <br /> <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br />