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Çѱ¹Á¶°æÇÐȸ / v.27, no.5, 2000³â, pp.170-180
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Å伺º° ƯÁ¤ ¼ö½ÉÀÇ Àú·ùµÈ À¯Ãâ¼öÀÇ ÁöÇÏħÅõ ¼Ò¿ä½Ã°£ »êÁ¤¿¡ °üÇÑ ¿¬±¸ -Green-Ampt ¹æÁ¤½Ä Àû¿ëÀ» Áß½ÉÀ¸·Î-
( Estimation of Ponding Times for various Soil Textures and Ponding Depths -Using the Green-Ampt Infiltration Model- ) |
| ±Ç°æÈ£;¾Èµ¿¸¸; ¼¿ï´ë ´ëÇпø »ýÅÂÁ¶°æÇаú Á¹¾÷;¼¿ï´ë Á¶°æÇаú;
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| The surface-drainage system, which consists of bio-swale and detention-infiltration Basins and carries out the function of temporary detention-infiltration of runoff, is defined as the "natural drainage system". It is an environmentally sound and economically beneficial practice to reduce run-off by retaining it in swales as much as possible and letting run-off infiltrate into the ground. In order to estimate appropriate capacity of swales, it is necessary to know how long will it take for certain depths of water to infiltrate. The ponding times, or infiltration times, of various depths and of various soil textures, could be estimated with the Green-Ampt Infiltration Model. Included soil textures are loamy sand, sandy loam, loam, silty loam, sandy clay loam and clay loam. Ponding depths are from 10cm to 100cm intervals. Newton-Raphson method is used for the solution of the Green-Ampt equation by a computer program. The computer program was written with the FORTRAN Developer 4.0 v.. Selected ponding depth is acceptable when the sum of the ponding time and the breeding time of mosquitoes is less than the tolerance period of innundation of grasses and trees.and trees. |
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| natural drainage system;detention-infiltration;Green-Ampt infiltration model; |
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Çѱ¹Á¶°æÇÐȸÁö / v.27, no.5, 2000³â, pp.170-180
Çѱ¹Á¶°æÇÐȸ
ISSN : 1225-1755
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200011920413834)
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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