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(Infiltrationsfunktion in BlueM im Vergleich zur Funktion nach {{:Literatur:Holtan_1961}} am Beispiel eines Sandbodens mit * Dicke = 0,2 m * WP = 170 mm/m * FK = 310 mm/m * GPV = 400 mm/m * kf = 9 mm/h * maxInf = 18 mm/h) |
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* kf = 9 mm/h | * kf = 9 mm/h | ||
* maxInf = 18 mm/h | * maxInf = 18 mm/h | ||
==Literaturangaben== | |||
<references/> | |||
[[Kategorie:BlueM Theorie]] | |||
Latest revision as of 08:32, 15 December 2008
Infiltrationsfunktion in BlueM im Vergleich zur Funktion nach Holtan (1961)[1] am Beispiel eines Sandbodens mit
- Dicke = 0,2 m
- WP = 170 mm/m
- FK = 310 mm/m
- GPV = 400 mm/m
- kf = 9 mm/h
- maxInf = 18 mm/h
Literaturangaben
- ↑ Holtan, H.N. (1961): A Concept for Infiltration Estimates in Watershed Engineering, U.S. Department of Agriculture, Agricultural Research Service, Bulletin 41-51, p. 25
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| Date/Time | Thumbnail | Dimensions | User | Comment | |
|---|---|---|---|---|---|
| current | 07:29, 15 December 2008 |  | 601 × 385 (7 KB) | Froehlich (talk | contribs) | Infiltrationsfunktion in BlueM im Vergleich zur Funktion nach {{:Literatur:Holtan_1961}} am Beispiel eines Sandbodens mit * Dicke = 0,2 m * WP = 170 mm/m * FK = 310 mm/m * GPV = 400 mm/m * kf = 9 mm/h * maxInf = 18 mm/h |
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