|
|
|
Çѱ¹¼öÀÚ¿øÇÐȸ / v.31, no.4, 1998³â, pp.397-406
|
º®°ñÁ¦ÀÇ ¼ö°øÇÐÀû °íÂû
( Hydraulic Investigation of Pyokkolche Reservoir ) |
| ÀÌÀå¿ì; ÀüÁÖ°ø¾÷´ëÇÐ Åä¸ñ°ú;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| 1600¿©³â Àü¿¡ ÃàÁ¶µÈ º®°ñÁ¦ Àú¼öÁö´Â ¿ì¸®³ª¶ó °í´ë ³ó°æ»çȸÀÇ ´ë±Ô¸ð Åä¸ñ»ç¾÷À¸·Î °Ç¼³µÇ¾ú°í, ´ç½ÃÀÇ ´ëüÀûÀÎ ½Ã°ø±â¼úÀº ¿ì¼öÇÏ¿´´Ù. ƯÈ÷ º»Á¦ÀÇ °è¼ÓÀûÀÎ ¼ºÅä°ø»ç¸¦ À§Çؼ º»·ù¸¦ ¿¬Æ÷õ¿¡ ¿ìȸÀûÀ¸·Î ¹è¼ö½ÃŲ ÇöÀå±â¼úÀÚÀÇ ½Ã°ø´ëÃ¥°ú Àå´ëÇÑ µÏ¸¶·ç Ç¥°í¸¦ ÀÏÄ¡½ÃŲ °ø»çÃø·®±â¼úÀº Ź¿ùÇÏ¿´´Ù. ±×·¯³ª ±âº»°èȹÀÇ ¹ÌÈíÇÔ°ú ÀÌÈÄÀÇ ¹Ýº¹µÈ º¸¼ö°ø»çÀÇ ¼Ò±ØÀûÀÎ °ü¸®Ã¼Á¦¿Í ÀÓ½ÃÀûÀÎ ¹æ¹ýÀÌ º®°ñÁ¦ÀÇ Àú¼ö±â´ÉÀ» »ó½ÇÇÏ°Ô µÈ ¿øÀÎÀÌ µÇ¾ú´Ù. ¶ÇÇÑ, Àå»ý°Å¡¤°æÀå°Å¼ö¹®Áö´Â °ü°³¹è¼ö¿ë ¼ö¹®½Ã¼³¹°·Î¼ ±¸Á¶´Â ´Ü°æ°£ÀÇ ¼ö¹®¼®ÁÖ¿Í Àξç½Ä ¸ñÀç¹®ºñ·Î µÇ¾î ÀÖ°í, ±× ¸ñÀç¹®ºñ´Â °íÁ¤ µµ¸£·¡ ÀåÄ¡¸¦ ÀÌ¿ëÇÑ ¼öµ¿½Ä(ÀηÂ)À¸·Î Á¶ÀÛ ÇÏ¿´À¸¸ç, ¼ö¿©°Å¡¤À¯Åë°Å¼ö¹®Áö´Â È«¼ö½Ã ¿©¼ö·Î½Ã¼³·Î¼ º»Á¦ ¾ç´ÜÀÇ ÁöÇüÀû Ư¼ºÀ» Àß ÀÌ¿ëÇÒ ÁÙ ¾Æ´Â Åä¸ñ°øÇÐÀûÀÎ ½Ä°ßÀÌ ³ô¾Ò´ø °ÍÀ¸·Î º¼¼ö ÀÖ´Ù. ±×¸®°í, ¼ö¿©°Å¼ö¹®ÁöÀÇ À§Ä¡´Â º®°ñÁ¦ ºÏ´Ü ¼ö¿ù¸® ÀÔ±¸°¡ È®½ÇÇϰí, À¯Åë°Å¼ö¹®ÁöÀÇ À§Ä¡´Â º»Á¦ ³²´Ü »ó¼¸® ¿ìÃøÀ¸·Î ÃßÁ¤µÈ´Ù. Çٽɿë¾î : º®°ñÁ¦, ½Ã°ø±â¼ú, ¼ö¹®Áö À§Ä¡. |
|
| The Pyokkolche Reservoir was constructed as a major public project of the ancient agricultural society, 1600 years ago. From a hydraulic point of view, it is considered to have been carried out with a distinguished technology. It should be in particular noticed that for a consecutive banking the main stream was diverted and drained to the Yonpo stream and the dam with same sea levels on its top along the whole length was built in a nearly straight line in spite of the different sea levels between both ends on the bottom. These suggest that the carrying out artifice and surveying technigue of those days were considerably excellent. However, the insufficient plan and design at the time of the construction, the temporary management and the repeated repair works in the later ages caused the Pyokkolche to lose its function. The Changsaenggeo and Kyungjanggeo gate sites being the facilities for sluices composed of a simple span and a vertical lift hand-operated sing a pully. The advantage of the geographical characteristics at both ends of the main dam was scientifically taken to these sites which also functioned as a spillway against a flood. The gate site of Suyogeo must have been located in an entrance to Suwolri, the northern end of the Pyokkolche and Yutonggeo is presumed to have been located on the right of Sangsori, the southern end of the Pyokklche. Keywords : Pyokkolche Reservoir, construction technology, gate site location. |
| |
| Ű¿öµå |
| º®°ñÁ¦;½Ã°ø±â¼ú;¼ö¹®Áö À§Ä¡;Pyokkolche Reservoir;construction technology;gate site location; |
| |
|
|
 |
|
Çѱ¹¼öÀÚ¿øÇÐȸ³í¹®Áý / v.31, no.4, 1998³â, pp.397-406
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1226-6280
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199811920101084)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|