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Çѱ¹¼öÀÚ¿øÇÐȸ / v.36, no.1, 2003³â, pp.75-85
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µµ½ÃÀ¯Ãâ ¸ðÇüÀ» ÀÌ¿ëÇÑ µµ½ÃÈ À¯¿ªÀÇ À¯Ãâ ÇØ¼®
( Urban Watershed Runoff Analysis Using Urban Runoff Models ) |
| Á¤µ¿±¹;À̹üÈñ; Çѳ²´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;¹èÀç´ëÇб³ °ø°ú´ëÇÐ Åä¸ñȯ°æ°øÇаú;
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| ½Ã°¡ÁöÀÇ È®Àå°ú °³¹ß µîÀ¸·Î ÀÎÇÑ µµ½Ã¿¡¼ÀÇ °¿ì-À¯ÃâÇö»óÀº ÀÚ¿¬ÇÏõÀ¯¿ª¿¡ ºñÇÏ¿© ´õ¿í º¹ÀâÇÑ ¾ç»óÀ» °¡Áö¸ç, ½ÇÁ¦ À¯¿ªÀÇ º¯È·Î ÀÎÇÏ¿© ¸ðÇüÀÇ Àû¿ëÀÌ ¸Å¿ì ¾î·Á¿î ÆíÀÌ´Ù. º» ¿¬±¸¿¡¼´Â SW ¸ðÇü°ú Àü¹®°¡ ½Ã½ºÅÛÀ» Àû¿ëÇÏ¿© µµ½ÃÈ À¯¿ª¿¡¼ÀÇ À¯Ãâ Æ¯¼ºÀ» ÆÄ¾ÇÇÏ¿´´Ù. ¿¬±¸ À¯¿ªÀ¸·Î´Â ´ëÀü±¤¿ª½Ã¿¡¼ ³ëÀºÁö¿ªÀ» ¼±Á¤ÇÏ¿´À¸¸ç, ½ÇÁ¦ À¯¿ª ¹× ½Ã¼³ÀÚ·á, °¿ì, À¯ÃâÀÚ·á¿Í ´Ù¾çÇÑ °¿ì°µµ½ÄÀ» »ç¿ëÇÏ¿´´Ù. ¸Å°³º¯¼öÀÇ ÃßÁ¤ °úÁ¤À» À§ÇÏ¿© Àü¹®°¡½Ã½ºÅÛÀ» »ç¿ëÇÏ¿´À¸¸ç, º» °á°úµéÀ» ÅëÇÏ¿© ¼³°è °¿ìÀÇ ½Ã°£ ºÐÆ÷ ¹× µµ½ÃÈ¿¡ µû¸¥ µµ½Ã À¯¿ªÀÇ ¹ÝÀÀ °æÇâÀ» ÇØ¼®ÇÒ ¼ö ÀÖ¾ú´Ù. |
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| Urban rainfall-runoff procedures are more complex than the agricultural procedures due to the spreading and development of town. And the applications of theses models are more difficult due to the change of real basins. In this study, I applied SWMM and Expert System to get runoff characteristics of an urbanized basin. Noen in Daejeon is selected as a study basin. Real basin data of facilities, rainfall, runoff, and various rainfall intensity equations are used. An Expert System is used to get the parameters of this model. These results can be applied to analyze the reaction tendencies of the urban basin with the time distributions of design rainfall and the urbanization. |
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| °¿ì-À¯Ãâ¸ðÇü;Àü¹®°¡½Ã½ºÅÛ;´ëÀü±¤¿ª½Ã;³ëÀº;Rainfall-Runoff Model;Expert System;Daejeon;Noen;SWMM; |
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Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.36, no.1, 2003³â, pp.75-85
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200311921555659)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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