دورية أكاديمية

Discussion of "NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data".

التفاصيل البيبلوغرافية
العنوان: Discussion of "NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data".
المؤلفون: Chin, David A.
المصدر: Journal of Hydrologic Engineering; Aug2023, Vol. 28 Issue 8, p1-4, 4p
مصطلحات موضوعية: RUNOFF, RUNOFF models, RAINFALL measurement, CURVES, RAINFALL, MEDIAN (Mathematics)
مستخلص: These are important considerations, and to illustrate these points the LS models for HT =0.2 ht and HT =0.05 ht are shown in Fig. 3, the threshold rainfall amount is around 11 cm ( HT 4.4 in. ht ), which is certainly within the range of rainfall amounts used in the design of stormwater-management systems. This approach is herein referred to as the ASYMP-2 model, and the resulting HT Q ht versus HT P ht relation derived from the sample data is shown in Fig. For the sample data, the CN versus HT P ht relation is shown in Fig. [Extracted from the article]
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قاعدة البيانات: Complementary Index
الوصف
تدمد:10840699
DOI:10.1061/JHYEFF.HEENG-5904