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1 48 A 17 4 Annuals of Disas. Prev. Res. Inst., Kyoto Univ., No. 48 A, 2005
2 Discharge Observatory K:MLIT Rainfall Observatory F:Fukui Prefecture A:AMeDAS Fukui (A) Tenjinbashi (K) Kamiusaka (K) Fukui (F) Omiya (K) Miyama (A) Kidouchi (F) Ono (A) Aiki (K) Shimonini (F) Omoto Kanemidani (K) Imatate (F) Inari (F, K) Itagaki (A) Shinbo (K) Seto(F, K) Kumogawadamu (K) Fig. 1 Asuwa River basin and the locations of hydrologic observatories.
3 Table 1 River discharge data used in the study for the Asuwa River basin. Flood Period Peak discharge m 3 /s) Discharge before flood (m 3 /s) 6 hours rainfall R 6h (mm) 2 days rainfall R 2d (mm) Rainfall ratio R 6h /R 2d No. of rainfall stations * estimated value by MLIT** supposed value by the authors Table 2 Hourly rainfall data used in the study (A : AMeDAS, F : Fukui Pref., K : MLIT) Observatory No. stations Fukui(A) Fukui(K) Miyama(A) Oono(A) Simonini(F) Inari(F) Inari(K) Itagaki(A) Shinbo(K) Seto(F) Seto(K) Kamiusaka(K) Oomiya(K) Oomoto Kidouchi(F) Imadate(F) Aiki(K) Kanemidani(K) Kumokawa Dam(K)
4 Discharge (m^3/s) Rainfall (mm/hr) Time (hours) Estimated Discharge by MLTI Discharge (m^3/s) "1979_Observed_Discharge" "1981_Observed_Discharge" "1982_Observed_Discharge" "1983_Observed_Discharge" "1985_Observed_Discharge" "1989_Observed_Discharge" "1990_Observed_Discharge" "1993_Observed_Discharge" "2004_Estimated_Discharge_by_MLIT" Time (hour) Time (hours) Fig. 2 Historical hydrographs at the Tenjinbashi station, the outlet of the Asuwa River basin. Dyke break point (a) Dyke break point along the Asuwa River. (b) Inundated area in the Kasuga district. Photo 1 Dyke break point and inundated area at the Kasuga district in the Fukui City area.
5 Evidence of flood water stage (a) Evidence of flood water stage (b) Floodwood remaining at plain field of valley (c) Devastated plain field of valley (d) Remaining cat in paddy field (e) Collapsed railway bridge (f) Railway bridge washed away Photo 2 Devastated plain field of valley along the Asuwa River in the Ichijyodani district located at upper part of the Tenjinbasi. P
6 (a) Left shows devastated area just after the heavy rainfall. Right photo was taken on September 30, Heavy amount of sedimentation flows along the small creak. (b) Left shows devastated area just after the heavy rainfall. Right photo was taken on September 30, The figures show the depth of sedimentation. Photo 3 Devastated plain field of valley along the Asuwa River in the Ichijyodani district located at upper part of the Tenjinbasi.
7 D d c d s (m) (m) Fig. 3 Watershed model for the Asuwa River basin with the upper part of the Tenjinbashi station. The location is specified using UTM coordinate with m unit.
8 vc d vc d q = vc d β c( h / dc ), ( 0 h dc ) c + va ( h dc ), ( dc < h ds ) m c + va ( h dc ) + α( h ds ), ( d < h) s (1) q h + = r (2) x h vc = kci, va = kai, ka = β kc, α = i / n Fig. 4 Model soil structure and discharge stage rerationship. n (m -1/3 s), k a (m/s), d c (m), d s (m), (-) 5 n k a A Table 3 Identified model parameter values for each year flood. parameter n (m -1/3 s) k a (/s) d s () d c () (-)
9 Discharge (m^3/s) Rainfall (mm/hr) Simulated discharge Estimated discharge by MLIT Estimated Discharge by MLIT Estimated Discharge with 1979_parameter with 1981_parameter with 1982_parameter with 1983_parameter with 1985_parameter with 1989_parameter with 1990_parameter with 1993_parameter Hour Hour July 18, 2004 Fig. 5 Reproduction of 2004 flood with identified parameter values. Discharge (m^3/s) Rainfall (mm/hr) Estimated Discharge by MLTI Simulated Discharge with 2004_parameter set NASH = n = 0.4 m s ka = 0.01 m/s ds = 0.28 m dc = 0.15 m β = 4 Hour Hour July 18, 2004 Fig. 6 Parameter identification using 2004 flood. -1/3 d s -d c
10 Table 4 Model parameter values fitted to each year flood and the characteristics of each year heavy rainfall and flood discharge. Properties Group 1 (overestimating Group 2 (over/underestimating Group 3 (underestimating peak peak discharge) peak discharge) discharge) Parameters n (m -1/3 s) k a (/s) d s () d c () d s - d c () β (-) Peak discharge (m 3 /s) Discharge before flood (m 3 /s) 6 hours rainfall R 6h (mm) 2 days rainfall R 2d (mm) Rainfall ratio R 6h /R 2d Station number
11 (2001) (2004) 20 (2004) 23
12 Flood Disasters in 2004 with a Central Focus on Fukui Heavy Rainfall Disaster Yasuto TACHIKAWA Synopsis In 2004, Bai-u front and 10 typhoons, which are the highest number of typhoons landed on Japanese islands in recorded history, caused heavy rainfall disasters in many parts of Japan. The number of casualties hits 232; it follows the Nagasaki heavy rainfall disaster in Some characteristics of heavy rainfall disasters in 2004 are heavy rainfall concentration on several hours and a number of flood disasters which happened at small scale catchments. The Fukui heavy rainfall disaster on July 18 in 2004 is one of representative examples. The Asuwa River basin (351 km 2 ) recorded 265mm rainfall in six hours, and the peak flood stage exceeded the highest water level ever recorded. The heavy rainfall caused devastated flood and sedimentation disaster in many parts of the catchment. In this paper, the characteristics of flood disasters in 2004 are reported; especially a central focus are put on the Fukui heavy rainfall disaster; and some lessons and future actions are discussed. KeywordsFukui heavy rainfall disasterasuwa Riversmall scale basin, flood disaster, flood control planning
* Meso- -scale Features of the Tokai Heavy Rainfall in September 2000 Shin-ichi SUZUKI Disaster Prevention Research Group, National R
38 2002 7 2000 9 * Meso- -scale Features of the Tokai Heavy Rainfall in September 2000 Shin-ichi SUZUKI Disaster Prevention Research Group, National Research Institute for Earth Science and Disaster Prevention,
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