LAGUNA LAGUNA 8 p Saline wedge at River Gonokawa, Shimane Pref., Japan Saline water intrusion at estuary r
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1 LAGUNA LAGUNA 8 p Saline wedge at River Gonokawa, Shimane Pref., Japan Saline water intrusion at estuary river and its relation to the underground water Observation at a period of water shortage during Dec Feb.2000 Takao Tokuoka 1, Yoshikazu Sampei 1, Hiroyoshi Ueno 2, Kiyokazu Nishimura 3, Akira Suzaki 4, Shigeo Matsuda 5, Shunsuke Kubota 6, Shigenori Suzuki 7, and Tatsuhiko Ikeda 8 Abstract: A new monitoring system for the observations of spatial and temporal movement of halocline occurring at boundary between fresh water the low salinity water and salt water the high salinity water has been developed and applied since The saline wedge salt water intrusion along the bottom of river has been observed at the lower stream of River Gonokawa of Shimane Prefecture since 1997, and when discharge rate decreased below 50 m 3 /s in 1999, we observed for two months that the head of saline wedge invaded up to 7.2 km. A groundwater well was installed at the riverbank for the observation of groundwater system. The well is 50 m in length and penetrates the alluvial sand and gravels. The preliminary results from this observation well indicate that the boundary between saline and fresh water in adjacent subsurface aquifer system moves downward when the discharge rate at the river increases. Consequently the movement of saline wedge is positively related with the boundary between saline and fresh water in subsurface aquifer system. Key words: saline wedge, halocline, groundwater, Gonokawa b m Faculty of Science and Technology, Shimane University, Matsue , Japan Japan Advanced Institute of Science and Technology in Hokuriku Marine Geology Department, Geological Survey of Japan Senbon Denki Co., Ltd. Clovertech Inc. Y.O.Systems Inc. The Tsurumi Seiki Co., Ltd. Hamada Branch, Ministry of Land, Infrastructure and Transport 67
2 a 4 7 km 8.2 km km km m 3 /s SC 3 SC 3 R ph DO km SC 2 CL 2 CL 3 CT DTS 80 IC WaDaR 1 Fig.1 Index map showing observed area of the lower stream of R. Gonokawa and the site of the observation well. ACM 16 M 8.65 km 50 m GL m ph DO CT GL CT m CT m CT m CT m CT m 19.5 m SC 1 SC 3 R SC 3 SC
3 Fig.2 Map showing observed area for saline wedge by various euipments km 8.2 km 7.0 km PSU m 3 /s 30 m 3 /s
4 SC 3 R 1 2 ON 1 ON 2 ON CT ACM CT CT
5 SC 2 a 3 ON SC 2 SC 2a ON1 7.70km 10.0m ON km 8.0 m ON km 8.7 m m 3 /s ON ON 3 ON 2 ON 1 2 CL 2 CL 3 CL 2 CL 3 OFF km 8.5 m OFF km 8.0 m OFF km 8.4 m OFF 1 OFF 2 CL 3 33 OFF 3 CL 2 CL CL km CL 3 OFF km Fig.3 A record of saline wedge by the underwater acoustic refletion measurement system of Off line Model CL 2. 3 CT 5 CT m 5 15 cm PSU 7.55 km 7.81 km 5 CT 1 CT 2 CT 3 CT 4 CT 5 5 CT km 8.0 m CT km 8.0 m CT km 8.6 m CT km 8.8 m CT km 9.9 m DTS
6 72 1m 4km km 1000 m IC T.S WaDaR T 1 T Fig.4 Water level at Kawahira Observation Site Dec. 1,1999 Jan. 28, ACM 16 M ON km 8.1 m km Fig.5 Discharge late m 3 /s at Kawahira Observation Site Dec. 1,1999 Jan. 28, CT 61 6
7 Fig.6 Configuration of monitoring sensors in the Ichimura observation well installed at 8.65 km from the river mouth. 9k 50 m 8.65 k mm XL YSI ph CT CT CT CT
8 Fig.7 Temperature and salinity disribution at the observation well Oct. 21, Fig.8 Temperature and salinity disribution at the observation well Nov. 18, Fig.9 Temperature and salinity disribution at the observation well Dec. 3, Fig.10 Temperature and salinity disribution at the observation well Jan. 8, 2000.
9 km 30 PSU km 8.2 km km 5.5 km 8.1 km Fig.11 Temperature and salinity disribution at the observation well Feb. 3, CT 1 CT CT 1 CT b m 3 / s 2 SC 3 R 1 50 m cm DL m PSU 10 cm 2 20 cm CT 1 3 m CT 2 1 m CT 3 1 m CT 4 3 m CT
10 Fig.12 Water table at the Ichimura Observation Site Dec. 4, 1999 Feb. 3, CT Fig.13 Variation of temperature at each monitoring level at the observation well. CT 1 CT PSU 27 CT 2 CT CT 4 2 1
11 Fig.14 Relationship between saline invation limit and the discharge amount m 3 /s 50 m 3 /s 8.2 km 9.65 km 50 m GL m CT m 1996
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