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±â»ç¸í È­´ÜÇü ħÅõ½Ã¼³ÀÇ ´ÜÀ§¼³°èħÅõ·® »êÁ¤ ¹× È¿°úºÐ¼® / Estimation of Appropriate Infiltration Rate and the Effects of the Flowerbed Type Infiltration System
ÀúÀÚ¸í ÇÑ¿µÇؽĺ°ÀúÀÚ ; ÀÌű¸
¹ßÇà»ç Çѱ¹Á¶°æÇÐȸ
¼ö·Ï»çÇ× Á¶°æ¿¬±¸(Çѱ¹Á¶°æÇÐȸÁö) , v.40 n.5(2012-10)
ÆäÀÌÁö ½ÃÀÛÆäÀÌÁö(140) ÃÑÆäÀÌÁö(8)
ISSN 12251755
ÁÖÁ¦ºÐ·ù Á¶°æ
ÁÖÁ¦¾î ¹°¼öÁöºÐ¼® ; À¯Ãâ·® ; ³ì»ö ÀÎÇÁ¶ó ; ÇöÀåħÅõ½ÇÇè ; Hydrologic Analysis ; Runoff Discharge ; Green Infrastructure ; Field Infiltration Experiments
¿ä¾à1 º» ¿¬±¸¿¡¼­´Â ¿ì¼ö À¯Ãâ·®À» ÀÏÁ¤¼öÁØ ÀÌÇÏ·Î Á¦¾îÇÒ ¼ö ÀÖ´Â È­´ÜÇü ħÅõ½Ã¼³À» °³¹ßÇÏ¿© ÀÌÀÇ ÀûÁ¤ ¼³°èħÅõ·®À» »êÁ¤Çϰí Àû¿ëÈ¿°ú¸¦ ºÐ¼®ÇÏ¿´´Ù. ħÅõ½Ã¼³ÀÇ ¼³°èħÅõ·®À» »êÁ¤ÇÏ°í ¼º´ÉÀ» ºÐ¼®ÇÏ´Â °ÍÀº Áö±¸´ÜÀ§°èȹ°ú °°Àº °ø°£°èȹ¿¡ ±¸Ã¼ÀûÀ¸·Î ºø¹°Ä§Åõ½Ã¼³À» °èȹÇÒ °æ¿ì¿¡ Àû¿ë ÈÄ È¿°ú¸¦ ¿¹ÃøÇϴµ¥ ÀÖ¾î ¹Ýµå½Ã °ËÅäµÇ¾î¾ß ÇÒ »çÇ×ÀÌ´Ù. ÀÌ¿¡ º» ¿¬±¸¿¡¼­´Â Çѱ¹°Ç¼³±â¼ú¿¬±¸¿ø ½ÇÇ赿 ¿· ÁÖÂ÷ÀåÀ» ´ë»óÀ¸·Î º» ½Ã¼³ÀÇ ´ÜÀ§¼³°èħÅõ·®¿¡ º¯È­¸¦ ÁÖ¾î ¹°¼öÁö ºÐ¼® ÇÁ·Î±×·¥À» ÀÌ¿ë, À¯Ãâ·® °¨¼ÒÈ¿°ú¸¦ ºÐ¼®ÇÏ¿´´Ù. ħÅõ½Ã¼³ÀÇ ¼³°èħÅõ·®À» 0.1¢¦3m3/m2.day·Î °¢°¢ º¯È­¸¦ ÁÖ¾î À¯ÃâÀ² º¯È­¸¦ ºÐ¼®ÇÑ °á°ú, 1.0m3/m2.day¿¡¼­ À¯Ãâ·® 80%¸¦ ħÅõ½ÃŰ´Â °ÍÀ¸·Î ºÐ¼®µÇ¾úÀ¸¸ç, À̶§ÀÇ ´ÜÀ§¼³°èħÅõ·®ÀÌ 0.0416(m3/m2.hr)À̾ú´Ù. ¶ÇÇÑ °³¹ßÇÑ ½Ã½ºÅÛÀ» ÇöÀåħÅõ½ÇÇèÇÑ °á°ú, ´ÜÀ§¼³°èħÅõ·®ÀÌ ¾à 0.045m3/m2.hrÀ¸·Î ³ªÅ¸³µ´Ù. ÀÌ °ªÀº ½Ã¹Ä·¹À̼ÇÇÑ ´ÜÀ§¼³°èħÅõ·®°ú À¯»çÇÑ °ÍÀ¸·Î ºÐ¼®µÇ¾ú´Ù. º» ¿¬±¸°á°ú¸¦ Åä´ë·Î °æÁ¦ÀûÀÎ ±Ô¸ð¿Í ȯ°æÀû È¿°ú¸¦ ÃÖ´ëÇÑ °í·ÁÇÑ Ä§Åõ·® »êÁ¤ÀÌ °¡´ÉÇÏ¿´À¸¸ç, ¶ÇÇÑ µµ½Ã¿¡¼­ÀÇ ³ì»öÀÎÇÁ¶ó·Î¼­ ºø¹°Ä§Åõ½Ã¼³À» °ø°£°èȹ¿¡ Àû¿ëÇÒ ¶§ °í·ÁÇÒ ¼ö ÀÖ´Â ±Ù°Å¸¦ ¸¶·ÃÇß´Ù´Â µ¥ ÀÇÀǸ¦ °®´Â´Ù.
¿ä¾à2 This study developed a flowerbed type infiltration system that could control the amount of runoff discharge under a certain level estimated its proper design infiltration rate, and analyzed the effects of its implementation. Analyzing the performance of infiltration system is the one of the essential processes that should be under review to predict its effects after implementation when a rainwater infiltration system is included in a district-based plan. To estimate the unit design infiltration rate of this system, the runoff decrease effect was analyzed by varying the unit infiltration rate of the system applied to the parking lot adjacent to the Korea Institute of Construction Technology laboratory building by using a water balance analysis program. After varying the unit design infiltration to 0.1¢¦3m3/m2.day to analyze the variation in the rate of runoff, 80% of the runoff was infiltrated at 1.0m3/m2.day, and the unit infiltration design rate at the time was 0.0416(m3/m2.hr). It was also found that the unit design infiltration rate obtained from a field infiltration test of the developed system was about 0.045m3/hr. Based on this study, it was possible that infiltration rate is estimated to consider the economic scale and environmental effect. It is significant to apply the spatial plan of rainwater infiltration system as green infrastructure.
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