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Çѱ¹Áö¹Ý°øÇÐȸ / v.27, no.6, 2011³â, pp.49-61
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¼¼¸³Åä À§ÁÖÀÇ Åä¼®·ù¿¡ °üÇÑ À¯º¯ÇÐÀû ¸ðµ¨: ÀÔÀÚÅ©±â È¿°ú
( Rheological Models for Describing Fine-laden Debris Flows: Grain-size Effect ) |
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| º» ¿¬±¸´Â Åä¼®·ùÀÇ À¯Å뼺°ú °ü·ÃÇÏ¿© ¼¼¸³ÅäÀÇ È帧Ư¼º, À¯º¯ÇÐÀû ¸ðµ¨µéÀÇ Àû¿ë°¡´É¼º ¹× ¾×¼º»óÅ ÀÇÁ¸¼º À¯º¯ÇÐÀû Ư¼ºµéÀ» ºñ±³ ºÐ¼®ÇÏ¿´´Ù. ÀÔÀÚÅ©±â¿¡ µû¸¥ À¯º¯ÇÐÀû Ư¼ºÀ» »ìÆìº¸°íÀÚ Á¡ÅäÁúÀÌ Ç³ºÎÇÑ ÁöÁßÇØ ÇØÀúÁ¡Åä¿Í ½ÇÆ®ÁúÀÌ Ç³ºÎÇÑ Ä³³ª´Ù µ¿ºÎ ´ºÆÝµé·£µå ¿ÍºÎ½Ã È£¼ö¿¡¼ äÃëÇÑ ±¤¹Ì¿¡ ´ëÇÑ ¹°¼ºÆ¯¼ºÀ» ºÐ¼®ÇÏ¿´´Ù. Á¡ÅäÁúÀÌ Ç³ºÎÇÑ ¼¼¸³ÅäÀÇ °æ¿ì ÀüÇüÀûÀÎ Àü´Ü´ãÈ(shear thinning) °Åµ¿À» º¸ÀÌ´Â ¹Ý¸é, ½ÇÆ®Áú ±¤¹ÌÀÇ °æ¿ì´Â Àü´Ü´ãÈ¿Í Bingham À¯Ã¼ °Åµ¿À» ÇÔ²² º¸ÀδÙ. ÈÄÀÚÀÇ °æ¿ì, Àü´Üº¯Çü·ü¼Óµµ¸¦ ³ôÀÓ¿¡ µû¶ó Bingham À¯Ã¼Ã³·³ °Åµ¿ÇÏ¿´´Ù. ÀÌ·¯ÇÑ Çö»óÇÐÀû Â÷ÀÌ´Â ÀÔÀÚÅ©±â¿¡ µû¸¥ À¯µ¿Æ¯¼º°î¼±ÀÇ Â÷ÀÌ¿¡¼ ±âÀÎÇÑ °ÍÀÌ´Ù. Ç׺¹ÀÀ·Â°ú ¼Ò¼ºÁ¡µµÀÇ °áÁ¤Àº Àü´Üº¯Çü¿¡ ÀÇÇÑ À¯µ¿ ÀÔÀÚµéÀÇ ±¸Á¶Àû º¯È¿Í ÀÀ·Â»óÅÂ¿Í °ü·ÃµÇ±â ¶§¹®ÀÌ´Ù. ¼¼¸³Åä(< 0.075mm)¸¦ ´Ù·® ÇÔÀ¯ÇÑ Åä¼®·ùÀÇ À¯µ¿¼ºÀ» ¿ªÇؼ®ÇϰíÀÚ ÇÒ ¶§, ÅðÀûÇü»ó(È帧 ¾ç»ó, ÅðÀûÃþÀÇ ¸ð¾ç, µÎ²² ¹× ±æÀÌ µî)Àº Ç׺¹ÀÀ·Â°ú ¼Ò¼ºÁ¡µµ¿¡ ÀÇÇØ °áÁ¤µÈ´Ù. Ç׺¹ÀÀ·Â°ú ¼Ò¼ºÁ¡µµ´Â ¾×¼ºÁö¼öÀÇ ÇÔ¼ö·Î ³ªÅ¸³¾ ¼ö ÀÖÀ¸¹Ç·Î, Åä¼®·ùÀÇ ¹ß»ý°¡´ÉÁö¿ª¿¡¼ ¾×¼º»óÅ¿¡ µû¸¥ Åä¼®·ùÀÇ À¯µ¿¼ºÀ» Æò°¡ÇÒ ÁöÇ¥·Î Ȱ¿ëÇÒ ¼ö ÀÖ´Ù. |
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| This paper presents the applicability of rheological models for describing fine-laden debris flows and analyzes the flow characteristics as a function of grain size. Two types of soil samples were used: (1) clayey soils - Mediterranean Sea clays and (2) silty soils - iron ore tailings from Newfoundland, Canada. Clayey soil samples show a typical shear thinning behavior but silty soil samples exhibit the transition from shear thinning to the Bingham fluid as shear rate is increased. It may be due to the fact that the determination of yield stress and plastic viscosity is strongly dependent upon interstructrual interaction and strength evolution between soil particles. So grain size effect produces different flow curves. For modeling debris flows that are mainly composed of fine-grained sediments (<0.075 mm), we need the yield stress and plastic viscosity to mimic the flow patterns like shape of deposition, thickness, length of debris flow, and so on. These values correlate with the liquidity index. Thus one can estimate the debris flow mobility if one can measure the physical properties. |
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| Ű¿öµå |
| Debris flow mobility;Fine-grained sediment;Flow characteristics;Rheological model;Yield stress; |
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Çѱ¹Áö¹Ý°øÇÐȸ³í¹®Áý / v.27, no.6, 2011³â, pp.49-61
Çѱ¹Áö¹Ý°øÇÐȸ
ISSN : 1229-2427
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO201124359107358)
¾ð¾î : Çѱ¹¾î |
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| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
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