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Çѱ¹¼öÀÚ¿øÇÐȸ / v.10, no.2, 1977³â, pp.113-124
Çϱ¸¹æÁ¶Á¦ÀÇ È«¼öÁ¶Àý ÇØ¼®
( Flood control analysis of the sea dike at estuary. )
¼­½Â´ö; Çѱ¹¼ö¹®ÇÐȸÀÌ»ç, °æºÏ´ëÇб³;
 
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Alone the southwesten coast of Korean peninsula, the extensive available arable acreages suited for forming are found in the development of tidal flats in the geographically curved bays with a motable tidal emplitude. It was found that the developments of these tidal flats cover an estimated area more than 276,000ha. In this paper, a flood control system by Pul's Storage Indication Method and Pul's Graphical Method at Return Periods-50 yrs, design rainfall-267mm per 48hrs and design flood-926c.m.s. and at 0.2meter control height above the High Water Ordinary Spring Tide Level (+11.0m) was studied. At the result, the flood demage in the reservoir at Return Periods-50 yrs and the tidal level at H.W.O.S.T.L. were satisfied to the below E.L. 11.20m (Flood Level in the reservoir). Well skilled flood control technique and management and control of draining sluice gate should be required for the disaster prevention from the flood and tide damage.
 
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Çѱ¹¼öÀÚ¿øÇÐȸÁö / v.10, no.2, 1977³â, pp.113-124
Çѱ¹¼öÀÚ¿øÇÐȸ
ISSN : 1738-9488
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO197711920089298)
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