|
|
|
한국수자원학회 / v.3, no., 1992년, pp.97-104 
|
( Peak Discharge Change by Dirrerent Design Rainfall on Small Watershed ) |
| ;; ;;
|
|
|
 |
|
| |
| 초 록 |
|
|
| To design the minor structures in the small watersheds, it is required to calculate the peak discharge. For these calculations the simple peak flow prediction equations, the unit hydrograph method. the syntheic unit hydrograph methods or the runoff simulation models are adopted. To use these methods it is generally requried to know the amount and the distributions of the design rainfall; which are the uniform distribution, the trangular distribution, the trapezoidal distribution, or the Huff type distribution. In this study, the peak discharges are calculated by the different rainfall distributions and the results are compared. |
| |
| 키워드 |
|
| |
|
|
|
|
Korean Journal of Hydrosciences / v.3, no., 1992년, pp.97-104
한국수자원학회
ISSN :
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199211920101497)
언어 : 영어 |
|
| 논문 제공 : KISTI 한국과학기술정보연구원 |
|
|
|
|
|
|
