Scientific Investigations Report 2008–5093
U.S. GEOLOGICAL SURVEY
Scientific Investigations Report 2008–5093
Table 4. Measured and HEC-6 simulated water-surface elevations and differences in four model calibrations for five gaging stations in the modeled reach, Coeur d’Alene River, Idaho.
[Abbreviations: WSE, water-surface elevation; ft3/s, cubic foot per second; ft, foot; XS, cross section; NA, not applicable]
Model calibration No. |
Date | Category | Gaging stations | ||||
---|---|---|---|---|---|---|---|
Harrison (12413860) [XS 134.636] |
Rose Lake (12413810) [XS 153.362] |
Cataldo (12413500) [XS 162.948] |
Enaville (12413000) [XS 168.713] |
Pinehurst (12413470) [XS 1.580] |
|||
1 | 02-10-96 | Main-stem discharge (ft3/s) | 41,000 | 41,000 | 41,000 | 29,500 | 5,500 | Measured WSE (ft) | 2,132.34 | 2,142.28 | 2,150.79 | 2,176.36 | 2,178.49 | Simulated WSE (ft) | 12,132.34 | 2,142.22 | 2,150.73 | 2,176.46 | 2,178.48 | WSE difference (ft) | NA | .06 | 0.06 | -.10 | .01 |
2 | 04-25-96 | Main-stem discharge (ft3/s) | 25,500 | 25,500 | 25,500 | 19,400 | 3,850 | Measured WSE (ft) | 2,129.95 | 2,138.40 | 2,147.44 | 2,173.69 | 2,176.76 | Simulated WSE (ft) | 12,129.95 | 2,138.46 | 2,147.41 | 2,173.76 | 2,176.87 | WSE difference (ft) | NA | -.06 | .03 | -.07 | -.11 |
3 | 05-24-96 | Main-stem discharge (ft3/s) | 6,440 | 6,440 | 6,440 | 4,130 | 1,300 | Measured WSE (ft) | 2,130.20 | 2,132.03 | 2,141.90 | 2,166.82 | 2,175.06 | Simulated WSE (ft) | 12,130.20 | 2,132.02 | 2,141.91 | 2,166.76 | 2,175.00 | WSE difference (ft) | NA | 0.01 | -.01 | .06 | .06 |
4 | 05-17-97 | Main-stem discharge (ft3/s) | 22,200 | 22,200 | 22,200 | 16,700 | 4,610 | Measured WSE (ft) | 2,136.70 | 2,140.27 | 2,147.05 | 2,172.69 | 2,178.33 | Simulated WSE (ft) | 12,136.70 | 2,140.24 | 2,147.03 | 2,172.60 | 2,178.36 | WSE difference (ft) | NA | .03 | .02 | .09 | -.03 |
1 Water-surface elevation for downstream model boundary.