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Çѱ¹¼öÀÚ¿øÇÐȸ / v.24, no.3, 1991³â, pp.71-82
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¹Ì°èÃø Áß¼ÒÀ¯¿ªÀÇ ¿ùÀ¯Ãâ·® »êÁ¤À» À§ÇÑ ´ÙÁßȸ±Í¸ðÇü ¿¬±¸
( A Multiple Regression Model for the Estimation of Monthly Runoff from Ungaged Watersheds ) |
| À±¿ë³²;¿ø¼®¿¬; °í·Á´ëÇб³ Åä¸ñ°øÇаú;°í·Á´ëÇб³ Åä¸ñ°øÇаú ´ëÇпø;
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| ¼öÁú¿ø ºÎÁ¸·®ÀÇ Æò°¡¸¦ À§ÇÑ ¿ùÀ¯Ãâ·®ÀÇ ÃßÁ¤¹æ¹ýÀº Åë»ó °æÇè½Ä¿¡ ÀÇÇÑ ¹æ¹ý, ¹°¼öÁöºÐ¼®¿¡ ÀÇÇÑ ¹æ¹ý ±×¸®°í ȸ±ÍºÐ¼®¿¡ ÀÇÇÑ ¹æ¹ýµîÀÌ ÀÖ´Ù. º» ¿¬±¸´Â ¼öÀ§°èÃøÁöÁ¡ÀÇ À¯ÃâÀڷḦ »ç¿ëÇÏ¿© ´ÙÁßȸ±ÍºÐ¼®À¸·Î ȸ±Í¸ðÇüÀ» ¼ö¸³ÇÔÀ¸·Î¼, Àå±â ¼öÀÚ¿ø °³¹ß°èȹÀÇ ¼ö¸³¿¡ ÇÊ¿äÇÑ ¿ùÀ¯Ãâ·®ÀÇ ÃßÁ¤À» °¡´ÉÅä·ÏÇÏ¿´´Ù. »ç¿ëÇÑ ÀÚ·á´Â ÃÑ 48°³ ¼öÀ§°üÃø¼ÒÀÇ ¿ùÀ¯Ãâ·® ¹× ±â»ó,Áö»ó ÀÎÀÚ À̸ç ÀÌÁß 43°³ ÁöÁ¡Àº ¸ðÇüÀÇ °³¹ß¿¡, ³ª¸ÓÁö 5°³ ÁöÁ¡Àº ¸ðÇüÀÇ °ËÁõ¿¡ ÀÌ¿ëÇÏ¿´´Ù. ¶ÇÇÑ ¸ðÇüÀ» À¯¿ªº°¸ðÇü°ú Àüü¸ðÇü, Æò±ÕÄ¡¸ðÇü°ú °³º°ÀÚ·á¸ðÇüÀ¸·Î ±¸ºÐÇÏ¿© ¸ðÇü-1, ¸ðÇü-2, ¸ðÇü-3 ±×¸®°í ¸ðÇü-4ÀÇ 4°³ ¸ðÇüÀ» ¼ö¸³ÇÏ¿´À¸¸ç, °ËÁõ°á°ú ¸ðÇü-2°¡ °¡Àå ÀûÀýÇÑ ¸ðÇüÀ¸·Î ÆÇ´ÜµÇ¾ú´Ù. ¼±Á¤µÈ ȸ±Í¸ðÇü°ú ±âÁ¸ÀÇ °¡Áö¾ß¸¶°ø½ÄÀÇ Àû¿ë¼ºÀ» Åë°èÀû ¹æ¹ý¿¡ ÀÇÇØ ºñ±³ÇÑ °á°ú º» ´ÙÁßȸ±Í¸ðÇüÀÌ ¿¬À¯Ãâ·® »Ó¾Æ´Ï¶ó ¿ùº°À¯Ãâ·®ÀÇ º¯È¼ºÇâÀ» ¸Å¿ì Àß ³ªÅ¸³»°í ÀÖÀ¸¸ç, Àû¿ë ¶ÇÇÑ ¿ëÀÌÇÔÀÌ ÀÔÁõµÇ¾ú´Ù. |
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| Methods of predicting water resources availiability of a river basin can be classified as empirical formula, water budget analysis and regression analysis. The purpose of this study is to develop a method to estimate the monthly runoff required for long-term water resources development project. Using the monthly runoff data series at gaging stations alternative multiple regression models were constructed and evaluated. Monthly runoff volume along with the meteorological and physiographic parameters of 48 gaging stations are used, those of 43 stations to construct the model and the remaining 5 stations to verify the model. Regression models are named to be Model-1, Model-2, Model-3 and Model-4 developing on the way of data processing for the multiple regressions. From the verification, Model-2 is found to be the best-fit model. A comparison of the selected regression model with the Kajiyama's formula is made based on the predicted monthly and annual runoff of the 5 watersheds. The result showed that the present model is fairly resonable and convinient to apply in practice. |
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.24, no.3, 1991³â, pp.71-82
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199111920093687)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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