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Çѱ¹Áö¹Ý°øÇÐȸ / v.8, no.4, 1992³â, pp.41-50
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»ê»çÅ À§Çèµµ ÃßÁ¤À» À§ÇÑ °£±Ø¼ö¾Ð ¿¹Ãø¿¡ °üÇÑ ¿¬±¸ (III)-¸ðµ¨ ¸Å°³º¯¼ö ºÐ¼®-
( Porewater Pressure Predictions on Hillside Slopes for Assessing Landslide Risks(III)-Model Parameter Identification- ) |
| ÀÌÀθð;¹Ú°æÈ£; Á¤È¸¿ø, °í·Á´ëÇб³ °ø°ú´ëÇÐ Åä¸ñȯ°æ°øÇаú;Á¤È¸¿ø, °í·Á´ëÇб³ °ø°ú´ëÇÐ Åä¸ñȯ°æ°øÇаú °øÇм®»ç, Á¤È¸¿ø, ¸ñÆ÷Àü¹®´ëÇÐ Åä¸ñ°ú Á¶±³¼ö, °í·Á´ëÇб³ °ø°ú´ëÇÐ Åä¸ñȯ°æ°øÇаú;
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| In general, the conceptual lumped-parameter groundwater flow model to predict the groundwater fluctuations in hillside slopes has unknown model parameters to be estimated from the known input -output data. The purpose of this study is to estimate the optimal model parameters of the groundwater flow model developed by authors. The Mazilnum A Posteriori( MAP) estimation method is utilized for this purpose and it is applied to a site which shows the typical landslide in Korea. The result of application shows tllat the ¹ÝAP estimation method can estimate the unknown parameters properly well. The groundwater model developed along with estimation technique applied in this paper will be used for assessing risk of landslides. |
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Çѱ¹Áö¹Ý°øÇÐȸÁö:Áö¹Ý / v.8, no.4, 1992³â, pp.41-50
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-215X
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO199211920444796)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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