|
|
|
Çѱ¹¼öÀÚ¿øÇÐȸ / v.14, no.3, 1981³â, pp.67-80
|
Çѱ¹ÇÏõÀÇ À¯»ç·®»êÁ¤¿¡ °üÇÑ ¿¬±¸
( A Study on Sediment Load in River(1) ) |
| ½Åµ¿¼ö;°ÁÖº¹;±èÈñÁ¾; µ¿¾Æ´ëÇб³ °ø°ú´ëÇÐ Åä¸ñ°øÇаú;µ¿¾Æ´ëÇб³ °ø°ú´ëÇÐ, ºÎ»ê´ëÇб³ °ø°ú´ëÇÐ;;
|
|
|
 |
|
| |
| ÃÊ ·Ï |
| º» ³í¹®Àº ³«µ¿°ÀÇ À¯»ç·®»êÁ¤À» À§Çؼ ¼Ò·ù»ç·Â°ú ºÎÀ¯»ç·®, »ç·ù»ç·®À» ½ÇÃøÇÏ¿© °íÂûÇÑ °ÍÀÌ´Ù. 1. ÇÏõ¿¡¼ ½ÇÃøÇÑ ÇѰè¼Ò·ù·ÂÀ» ´ÙÀ½ ½ÄÀ¸·Î Ç¥½ÃÇÒ ¼ö ÀÖ´Ù. $$ 2. ½ÇÇè½Ç¿¡¼ ¾ò¾îÁø ÇѰè¼Ò·ù¹æ½ÄÀº ´ÙÀ½°ú °°´Ù. $$ 3. ºÎÀ¯»ç·®ÀÇ »êÁ¤°ø½ÄÀº ´ÙÀ½°ú °°´Ù. $$ 4. ÃÑ·ù»ç·®ÀÇ »êÁ¤°ø½ÄÀº ´ÙÀ½°ú °°´Ù. $$ |
|
| This paper is studied a consideratin on the practical measure of the critical tractive force, suspended load and bed load of NAG-DONG river for the calculation of sediment load. 1.The critical tractive force measured in the river can be represented as following formulas; $$ 2.The formura of the critical tractive force obtained in the laboratory is as follow; $$ 3.The calculation formula of suspended load is as follow; $$ 4.The calculation formula of the sedimentation is as follow; $$ |
| |
| Ű¿öµå |
|
| |
|
|
 |
|
Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.14, no.3, 1981³â, pp.67-80
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO198111920090198)
¾ð¾î : Çѱ¹¾î |
|
| ³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø |
|
|
|
|
|
|