Table 4. Flood discharges for 5, 25, and 100 year intervals at stream flow gaging stations in the Salt River basin (Alexander and Wilson 1995). Links are to corresponding USGS gaging stations.
| Location |
Drainage Area(mi2) |
Gradient |
Flood Discharge (cfs) for interval (ft/mile) |
| 5 |
25 |
100 |
| North Fork Hagers Grove |
365 |
5.2 |
15,900 |
25,500 |
33,300 |
| North Fork Shelbina |
481 |
3.9 |
10,400 |
16,800 |
22,600 |
| Easdale Br. Shelbyville |
0.7 |
59.9 |
537 |
842 |
1,110 |
| Oak Dale Br. Emden |
2.6 |
32.3 |
1,000 |
1,620 |
2,200 |
| Bean Cr. Mexico |
3.0 |
33.1 |
1,200 |
2,410 |
3,750 |
| South Fork Santa Fe |
298 |
3.6 |
12,500 |
19,600 |
25,800 |
| Youngs Cr. Mexico |
67 |
7.5 |
4,480 |
7,480 |
10,000 |
| Middle Fork Paris |
356 |
2.9 |
9,320 |
17,400 |
26,600 |
| Elk Fork Madison |
200 |
4.1 |
13,700 |
26,900 |
41,600 |
| Salt River Monroe City |
2,230 |
2.8 |
41,900 |
67,300 |
92,300 |
| Lick Cr. Perry |
104 |
6.2 |
8,560 |
12,500 |
15,500 |
| Salt River New London |
2,480 |
2.5 |
40,200 |
62,300 |
83,100 |
| Spencer Cr. Frankford |
206 |
5.6 |
15,000 |
19,600 |
22,800 |
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