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1 LAGUNA LAGUNA p Rising water level events in the Ohashi River, Shimane Prefecture. Kengo Kurata Abstract: Several periods of water level rise in the Ohashi River, Shimane Prefecture were studied. Either flood in the Hii River or high water levels in Lake Nakaumi have caused water level rise in Lake Shinji and the Ohashi River. Current velocity in the Ohashi River can be estimated from differences in water level between the Matsue and Yahata observatory stations under normal flow conditions, but this technique is difficult to apply during flood events. During flood events, the slope from Yada to Yahata was much larger than that from Matsue to Yada, indicating that the downstream section of the Ohashi River was restricting river flow under flood conditions. Comparison of different flood events in the past showed that the relationship between rainfall amount and flow rate in the Hii River is highly variable. Future investigation is needed to elucidate the hydrographic relationship between flow in the Ohashi River, and upstream phenomena, water level rise in Lake Shinji, flood in the Hii River, and various patterns of precipitation. Key words: flood, Hii River, Lake Shinji, rainfall amount, flow rate 7.6 km 6 7 cm 6a Ishitobi et al., ; Ishitobi et al., 999 Fujii, 998; 3; ; 3 ; 3 Research Center for Coastal Lagoon Environments, Shimane University, 6 Nishikawatsucho, Matsue 69-85, Japan. 33
2 b 998 6c 5; d.8 m T.P.m km T.P.m S- 3.7 km T.P.m S- S- T.P.m km naisuimen/sokuhou/sokuhou.html m ms - 6 8
3 35 Hii River Lake Shinji Ohashi River Matsue Ohashi bridge Matsue Ohashi R. Kensaki R. Asakumi R. S- Gate L. Nakaumi L. Shinji Yada Yahata.5 km Shiotate Is. Fig.. Map of Ohashi River. Location of the stations are shown Fig.. Changes of water level in Lake Shinji from to Days H.W.L. A m P m Q,6 m 3 sec - S H.W.L. VR 3 S /nr A P Q V A986; 5 n km n V ms - A 5 m P 36 m 7.3 km S 6 7 S-
4 36.55 S- depth (m) Matsue (T.P.m) Yada (T.P.m) Yahata (T.P.m).5.5 S- depth (m) Fig. 3. Changes of water level during and 6 July 6. July
5 37 - b a July 6 a S- b Fig.. Comparison of current velocities between observed and calculated. Calculated current velocities were estimated from differences between Matsue and Yahata, except for period a from Matsue and St. S- of the Kensaki River, and for period b from Matsue and Yada mm h mm Fig. 5. Rainfall amount in the Hii River basin during and 5 July 6. Hourly rainfall amount in mm h on left y-axis, and cumulative rainfall amount in mm on right y-axis
6 38 Precipitation (mm/h) Cumulative precipitation (mm) July 5 June Fig. 6. Rainfall amount, water level and current velocity in June 9 to July, 5. a; b; 3a; 3b; a; b; c; 5a; 5b; 6b ; a; 965b ; 97; ; jma.go.jp/jma/index.html H.W.L. n.73 A 6 7 S-
7 39 Precipitation (mm/h) Cumulative precipitation (mm) / :.5 (T.P.m) October Fig. 7. Rainfall amount, water level and current velocity in October 8 to 7,. Precipitation (mm/h) Cumulative precipitation (mm) Fig. 8. Rainfall amount, water level and current velocity in September 5 to,. - September
8 Precipitation (mm/h) 5 Cumulative precipitation (mm) August Fig. 9. Rainfall amount, water level and current velocity in August 6 to 5,. Precipitation (mm/h) Cumulative precipitation (mm) September Fig.. Rainfall amount, water level and current velocity in September to, 3.
9 Precipitation (mm/h) Cumulative precipitation (mm) July Fig.. Rainfall amount, water level and current velocity in July to 9, 3. Precipitation (mm/h) Cumulative precipitation (mm) August - September Fig.. Rainfall amount, water level and current velocity in August 3 to September 8,.
10 mm/day mm/h mm/h mm/h a 893 b c 97 7 d 998 Fig. 3. Hourly or daily rainfall amount in October 893 a, July 965 b, July 97 c, and October 998 d S- 7 cm 6.7. S m.3 m 938; 95; 995; cm H.P.m T.P. m
11 3 Matsue (T.P.m) Yada (T.P.m).5 Yahata (T.P.m) : : July 6 3 : : 5 : : 7 July 6 8 : 9 : : : July 6 : : 3 Slope. Slope. Slope..3 Matsue - Yada Yada - Yahata : : July 6 3 : : 5 : : 7 July 6 8 : 9 : : : July 6 : : 3 a 6 7 b c 6 7 d 6 7 e f 6 7 Fig.. Comparison of water level and slope under normal flow and flood conditions, or between upstream and downstream sections of the river; a water level from to July 6, b water level from 7 to 9 July 6, c water level from to July 6, d slope from to July 6, e slope from 7 to 9 July 6, f slope from to July 6. H.P. m T.P..7 m,5 m 3 sec -,6 m 3 sec - H.P..5 m 998 6c 6 6b
12 Table. Comparisons of rainfall amount, flow rate and water level (mm) (mm) (mm) (m 3 /s) : : 33 8 : : m. m.5 m 8 5:.6 H.P.m 9 :3. H.P.m.73 m :.36 m 8 5:.9 H.P.m 9 :5.95 H.P.m.75 m 5:.6 m.68 T.P.m 9 3:. T.P.m,, 8,, 3 3,, 5, 6, 9,, 3 7, 9,, 3, 5, 8, 9 5, 6, 7, 9 95., p , p a. 965b 7., pp pp , pp pp pp pp , 9 pp p p pp. 6c. 8 pp. 5 6b ; ; 95 9 Hugo Coops 7 5 6a pp. 6b 8 7 6c 8 pp. 6d pp
13 5 8 pp. pp. Fujii, T. 998 Relationship between internal oscillation and movement of anoxic water in a connected brackish water region - Lake Nakaumi and the Ohashi River. Jpn. J. Limnol., 59:. 995 Jpn. J. Limnol., 56: pp : II-6: : : : pp. 6. Ishitobi, Y., Kamiya, H. and Itogawa, H. 993 Tidal, meteorological and hydrological effects on the water level variation in a lagoon, Lake Shinji. Jpn. J. Limnol., 5: Ishitobi, Y., Kamiya, H., Yokoyama, K., Kumagai, M. and Okuda, S. 999 Physical condition of saline water intrusion into a coastal lagoon, Lake Shinji, Japan. Jpn. J. Limnol., 6: : pp pp , 9 pp. 3 pp. 965a 965b 7 pp pp pp pp LAGUNA : , 65 pp 7 9 pp. 6 9 pp pp pp pp pp pp.. a 8 6 pp. b 9 7 pp. 3a pp. 3b pp. a pp.
14 6 b pp. c 6 3 pp. 5a pp. 5b pp. 999 LAGUNA 8: LAGUNA 9: : 5 66.
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