Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Appendix 2 43<br />
Table 2–1. Selected Hydrologic Engineers Center’s River Analysis System output <strong>for</strong> Chippewa Creek, Medina, Wayne, and Summit<br />
Counties, Ohio.—Continued<br />
[ft 3 /s, cubic feet per second; ft, feet; ft/ft, foot per foot; ft/s, feet per second; ft 2 , square feet]<br />
River<br />
station 1<br />
99342<br />
99695<br />
100060<br />
100505<br />
100902<br />
101334<br />
101803<br />
101821<br />
101837<br />
101850<br />
101868<br />
102076<br />
102400<br />
102694<br />
103027<br />
103298<br />
103610<br />
103977<br />
104468<br />
104494<br />
104513<br />
104538<br />
104546<br />
104550<br />
104572<br />
104925<br />
105202<br />
105570<br />
106006<br />
106361<br />
106788<br />
107228<br />
107604<br />
108007<br />
108423<br />
108777<br />
109119<br />
109528<br />
110004<br />
110424<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
800<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
694<br />
614<br />
614<br />
614<br />
614<br />
614<br />
614<br />
614<br />
614<br />
614<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
978<br />
978.4<br />
978.8<br />
979.3<br />
979.8<br />
980.3<br />
980.9<br />
981.8<br />
981.8<br />
982<br />
982<br />
982.1<br />
982.1<br />
982.1<br />
982.2<br />
982.2<br />
982.2<br />
982.5<br />
984<br />
984<br />
982.4<br />
982.4<br />
982.5<br />
982.6<br />
982.8<br />
983<br />
983.2<br />
983.4<br />
983.6<br />
983.4<br />
983.2<br />
983<br />
982.9<br />
982.7<br />
982.5<br />
982.3<br />
982.1<br />
Watersurface<br />
elevation<br />
(ft)<br />
985.39<br />
985.79<br />
986.3<br />
987.03<br />
987.58<br />
988.08<br />
988.52<br />
988.63<br />
988.69<br />
988.74<br />
989.04<br />
989.43<br />
989.81<br />
990.09<br />
990.31<br />
990.53<br />
990.73<br />
990.97<br />
990.97<br />
990.98<br />
991.03<br />
991.04<br />
991.08<br />
991.09<br />
991.1<br />
991.11<br />
991.11<br />
991.12<br />
991.12<br />
991.13<br />
991.13<br />
991.13<br />
991.13<br />
991.13<br />
991.13<br />
991.13<br />
991.13<br />
Energy<br />
grade<br />
elevation<br />
(ft)<br />
Energy<br />
grade slope<br />
(ft/ft)<br />
Mean<br />
velocity in<br />
channel<br />
(ft/s)<br />
Flow area<br />
(ft 2 )<br />
985.53 0.001176 3.04 299.21<br />
985.93 0.001104 3.03 279.63<br />
986.51 0.002374 3.79 266.54<br />
987.3 0.001319 4.18 191.42<br />
987.83 0.001322 3.96 201.86<br />
988.27 0.000791 3.49 229.4<br />
988.82 0.001671 4.38 182.63<br />
988.87 0.001294 3.9 205.19<br />
Buffham Road / Township Road 72 (bridge)<br />
988.95 0.001403 4.14 193.34<br />
988.98 0.001363 3.97 201.66<br />
989.25 0.001212 3.69 216.89<br />
989.66 0.001249 3.85 207.77<br />
989.97 0.000858 3.19 250.93<br />
990.26 0.000826 3.29 243.26<br />
990.46 0.000646 3.02 270.85<br />
990.64 0.000553 2.77 250.53<br />
990.86 0.000625 2.92 237.89<br />
991.01 0.000155 1.52 456.49<br />
991.02 0.000221 1.75 397.61<br />
Kennard Road (bridge)<br />
991.04 0.000326 1.95 356.05<br />
Kennard Road low head dam (inline structure)<br />
991.06 0.000113 1.32 555.21<br />
991.06 0.000099 1.26 625.62<br />
991.08 0.000036 0.89 1307.54<br />
991.09 0.00003 0.82 1478.44<br />
991.1 0.00002 0.68 1713.99<br />
991.11 0.000017 0.61 2104.7<br />
991.12 0.000011 0.49 2611.77<br />
991.12 0.00001 0.45 2909.16<br />
991.13 0.00001 0.41 2855.6<br />
991.13 0 0.1 6816.47<br />
991.13 0 0.07 9240.28<br />
991.13 0 0.06 10911.95<br />
991.13 0 0.04 13921.67<br />
991.13 0 0.04 17403.24<br />
991.13 0 0.03 22117.32<br />
991.13 0 0.03 24116.21<br />
991.13 0 0.02 28311.76<br />
Top width<br />
(ft)<br />
1692<br />
1184<br />
1893<br />
1038<br />
43.6<br />
41.5<br />
64.0<br />
40.0<br />
79.3<br />
170<br />
343<br />
457<br />
327<br />
539<br />
837<br />
69.9<br />
113<br />
229<br />
71.4<br />
228<br />
452<br />
507<br />
542<br />
462<br />
502<br />
1004<br />
1457<br />
2196<br />
1495<br />
1510<br />
2556<br />
2240<br />
2477<br />
2253<br />
2891<br />
3279<br />
3743<br />
Froude<br />
number in<br />
channel<br />
0.3<br />
0.29<br />
0.41<br />
0.33<br />
0.32<br />
0.26<br />
0.34<br />
0.3<br />
0.31<br />
0.31<br />
0.3<br />
0.3<br />
0.25<br />
0.25<br />
0.22<br />
0.2<br />
0.21<br />
0.11<br />
0.13<br />
0.15<br />
0.1<br />
0.09<br />
0.06<br />
0.05<br />
0.04<br />
0.04<br />
0.03<br />
0.03<br />
0.03<br />
0.01<br />
0<br />
0<br />
0<br />
0<br />
0<br />
0<br />
0
Change language