Backwater Computation in River Channel by the Runoff-Frequency

유출변화(流出変化)에 의한 배수현상(背水現象) 해석(解析)

  • Suh, Seung Duk (Dept. of Agric. Eng., Coll. of Agric., Kyungpook Natl. Univ.) ;
  • Suk, Ki Hong (Dept. of Agric. Eng., Coll. of Agric., Kyungpook Natl. Univ.)
  • 서승덕 (경북대학교 농과대학 농공학과) ;
  • 석기홍 (경북대학교 농과대학 농공학과)
  • Published : 1984.12.30

Abstract

Results investigated backwater phenomena at Geumho river basin to get a basic data for Daegu basin area development plan are as the follows. 1. It is a A=0.35 L 1.848 (r = 0.97), the relationship between basin area and river length at Geumho river. 2. Dividing the rainfall of Geumho river basin as two parts, a first half rainfall and a second half rainfall, the amount of a first half rainfall appeared 57.5% comparison with total rainfall. 3. The maximum flood discharge appeared 12 hrs. continuous rainfall rather than 24 hrs. continuous rainfall. 4. Results investigated backwater phenomena from Geumho II bridge to chungchun appeared the rising water level of 69 cm, 55 cm, 44 cm, at section III in the starting point water level of 1.8 m, 2.4 m, 4.0 m respectively. 5. Results investigated backwater phenomena by the flood water level appeared a similar form. There was a average rising water level of 30 cm at section III. At the results of this computation, it was confirmed that section III was affected the highest backwater phenomena among the observed river reaches in Geumho river. In addition, this paper should be given a assistance to decide a economic and safe section in construction of bank of river and estuary barrage.

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