¶óÆæÆ®¦¢Ä«Æä¦¢ºí·Î±×¦¢´õº¸±â
¾ÆÄ«µ¥¹Ì Ȩ ¸í»çƯ°­ ´ëÇבּ¸½Ç޹æ Á¶°æ½Ç¹« µ¿¿µ»ó°­ÀÇ Çѱ¹ÀÇ ÀüÅëÁ¤¿ø ÇÐȸº° ³í¹®
ÇÐȸº° ³í¹®

Çѱ¹°Ç¼³°ü¸®ÇÐȸ
Çѱ¹°ÇÃà½Ã°øÇÐȸ
Çѱ¹µµ·ÎÇÐȸ
Çѱ¹»ý¹°È¯°æÁ¶ÀýÇÐȸ
Çѱ¹»ýÅÂÇÐȸ
Çѱ¹¼öÀÚ¿øÇÐȸ
Çѱ¹½Ä¹°ÇÐȸ
Çѱ¹½Ç³»µðÀÚÀÎÇÐȸ
Çѱ¹ÀÚ¿ø½Ä¹°ÇÐȸ
Çѱ¹ÀܵðÇÐȸ
Çѱ¹Á¶°æÇÐȸ
Çѱ¹Áö¹Ý°øÇÐȸ
Çѱ¹ÇÏõȣ¼öÇÐȸ
Çѱ¹È¯°æ»ý¹°ÇÐȸ
Çѱ¹È¯°æ»ýÅÂÇÐȸ

Çѱ¹¼öÀÚ¿øÇÐȸ / v.41, no.5, 2008³â, pp.455-462
È«¼öÀ¯ÃâÇØ¼®À» À§ÇÑ ¿îµ¿ÆÄ±â¹ÝÀÇ ºÐÆ÷Çü¸ðÇü °³¹ß ¹× Àû¿ë
( Development of Kinematic Wave-based Distributed Model for Flood Discharge Analysis )
¹ÚÁøÇõ;Ç㿵ÅÃ; Çѱ¹¼öÀÚ¿ø°ø»ç ¼öÀÚ¿ø¿¬±¸¿ø;Çѱ¹¼öÀÚ¿ø°ø»ç ¹°°ü¸®¼¾ÅÍ;
 
ÃÊ ·Ï
º» ¿¬±¸¿¡¼­´Â °ÝÀÚ°­¿ì·®°ú °ÝÀÚ±â¹ÝÀÇ ¼ö¹®Á¤º¸¿Í ¿¬°èÇÏ¿© È«¼ö±â À¯Ãâ·®ÀÇ ½Ã°ø°£Àû ºÐÆ÷¸¦ ÆÄ¾ÇÇÒ ¼ö ÀÖµµ·Ï ¹°¸®ÀûÀÎ ¿îµ¿ÆÄ(kinematic wave)À̷п¡ ±Ù°ÅÇÑ ºÐÆ÷Çü °­¿ì-À¯Ãâ¸ðÇüÀ» °³¹ßÇÏ¿´´Ù. ÀÌ ¸ðÇüÀº È«¼ö±âµ¿¾ÈÀÇ ÁöÇ¥È帧°ú ÁöÇ¥ÇÏ È帧ÀÇ ½Ã°£Àû º¯È­¿Í °ø°£Àû ºÐÆ÷¸¦ ¸ðÀÇÇÒ ¼ö ÀÖÀ¸¸ç, Àü󸮰úÁ¤À¸·Î¼­ ArcGIS ȤÀº ArcViewµîÀÇ GIS ÇÁ·Î±×·¥À» ÀÌ¿ëÇÏ¿© ¸ðÇü¿¡ ÇÊ¿äÇÑ ASCIIÇüÅÂÀÇ ÀÔ·Â ¸Å°³º¯¼ö ÀÚ·áµéÀ» °¡°øÇÏ¿´´Ù. ¶ÇÇÑ ÈÄ󸮰úÁ¤À¸·Î¼­ ¸ðÇüÀÇ ¼öÇà°á°úÀÎ À¯¿ª³»ÀÇ À¯Ãâ·® ºÐÆ÷ µîÀ» GIS»ó¿¡¼­ ³ªÅ¸³¾ ¼ö ÀÖµµ·Ï ASCIIÇüÅ·ΠÃâ·ÂÇϵµ·Ï ±¸¼ºÇÏ¿´´Ù. °³¹ßµÈ ¸ðÇüÀÇ Àû¿ë°¡´É¼ºÀ» °ËÅäÇϱâ À§ÇÏ¿© ³²°­´ïÀ¯¿ªÀ» ´ë»óÀ¸·Î À¯¿ªÀ» 500mÀÇ Á¤¹æÇü °ÝÀÚ·Î ºÐÇÒÇÏ°í ¼ö°è¸ÁÀ» ÅëÇÏ¿© À¯¿ª Ãⱸ±îÁö ¿îµ¿ÆÄÀ̷п¡ ÀÇÇØ ÃßÀû °è»êÇÏ¿´À¸¸ç, ¼ö¹®°î¼± ºñ±³°á°ú ÀçÇö¼º ³ôÀº °á°ú¸¦ º¸¿©ÁÖ¾ú´Ù.
In this research, a distributed rainfall-runoff model based on physical kinematic wave was developed to simulate temporal and spatial distribution of flood discharge considering grid rainfall and grid based hydrological information. The developed model can simulate temporal change and spatial distribution of surface flow and sub-surface flow during flood period, and input parameters of ASCII format as pre-process can be extracted using GIS such as ArcGIS and ArcView. Output results of ASCII format as post-process can be created to express distribution of discharge in the watershed using GIS. The Namgang Dam Watershed was divided into square grids of 500m resolution and calculated by kinematic wave into an outlet through channel networks to review capability of the developed model. The model displayed precise results to be compared to the hydrograph.
 
Ű¿öµå
È«¼öÀ¯Ãâ;¿îµ¿ÆÄ;ºÐÆ÷Çü¸ðÇü;°ÝÀÚ;flood discharge;kinematic wave;distributed model;GIS;grid;
 
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.41, no.5, 2008³â, pp.455-462
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200816863296506)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
¸ñ·Ïº¸±â
ȸ»ç¼Ò°³ ±¤°í¾È³» ÀÌ¿ë¾à°ü °³ÀÎÁ¤º¸Ãë±Þ¹æÄ§ Ã¥ÀÓÀÇ ÇѰè¿Í ¹ýÀû°íÁö À̸ÞÀÏÁÖ¼Ò ¹«´Ü¼öÁý °ÅºÎ °í°´¼¾ÅÍ
   

ÇÏÀ§¹è³ÊÀ̵¿