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1 , 55, INJECTION OF HIGHLY OXYGENENATED WATER INTO THE BOTTOM OF DREDED AREA IN LAKE NAKAUMI Shingo MASUKI, Hiroshi YAJIMA and Yasushi SEIKE 1 ( ) ( ) ( ) Centre for Water Research 3 ( ) A field test of supplying oxygen-rich water into the bottom of dredged pits in Lake Nakaumi was performed in We used recently developed hypolimnetic oxygenators called WEP. In Yonago Bay, we selected two adjacent dredged pits, then installed and operated the WEP system in one pit for the experimental purpose. The other pit was used for the control purpose. The vertical profiling data of water quality in the pits showed the dissolved oxygen concentration was increased to mg/l nearby the outlet of WEP system, and was kept at 5-15 mg/l in the experimental pit, on the other hand it was less than 5 mg/l in the control pit for 6 months of the experimental period (May Oct.) in spite of the existence of tidal current. Moreover, we performed 3-D numerical simulations using ELCOM to evaluate the flow characteristics in the pits. They revealed that the water in the bottom of the pit stayed still but the water in the shallower layer there sometimes flowed out to the surrounding area. Key Words : WEP system, hypolimnetic oxygenator, Lake Nakaumi, dredged pit, Dissolved oxygen, field tests, 3-D simulation, ELCOM

2 15m 12 m 10m 2 8m,.. 3km 0.5km 9km 6 7m, m. WEP. 120m 3 /h 150m 3 /h, 120m 3 /h, 150m 3 /h 4.5 Nm 3 /h, 5.0Nm 3 /h 2, m 3 /h 13.8m 150m 3 /h 4 16 ~ m m m 16.9 ( 15 ) 1789 mm m p.1. WEP (, ) (, )- - 15m 10m5 8m

3 14.0m, 8 13 ~10 9.5m m, - 100m, 300m 50m Hydorolab DS-5X DO,, WEP Star-oddi DSTmilliT 0.5m 90 ADCP RD Instrument Workhorse 1200KHz 0.5m 30 CWR ELCOM (Estuary and Lake Computer Model) ELCOM ELCOM ULTIMATE QUICKEST

4 10m 1cm/s ADCP TP.-4m ME:-0.89cm/s RMSE:4.5cm/s, R 2 :0.262 ME:0.99cm/s, RMSE:4.4cm/s, R 2 :0.381, 20PSU 8 10PSU., 30 33PSU,. 4-5m, 5m DO 10mg/L DO 2 DO 5~9mg/L DO DO 1mg/L DO 30, , 14,. 150m 3 /h 9.5m DO. 1 70m DO 15mg/L (, 3m DO ( 13.8m2 DO /7/7 7/ /6/30 7/2

5 4m 1m 5m 2m WEP DO N (rad/s) 0.18 N= DO 9.5m 1km m 3m 6m cm mm/s cm/s DO DO ELCOM :00 WEP 9.5m 13.8m 100 WEP DO DO

6 WEP, ( ) DO10mg/L,., DO DO., 1) Robinson, S. K.: Coherent motions in the turbulent boundary layer, Ann. Rev. Fluid Mech., Vol.23, pp , ) Brierley, B. and Harper, D. : Ecological principles for management techniques in deep reservoir, Hydrobiologia, vol.395/396, pp , ) Oscar, R: The effects of hypolimnetic in the shallow and eutrophic Lake Comabbio (Northern Italy) studied by enclosure, Vern Internat, Limnol, vol.24, pp , ) Beutel, M.W, et al.: A Review of the effects of hypolimnetic oxygenation on lake and reservoir water quality, Journal of Lake and Reservoir management, vol.15(4), pp , ) ) ( ), ) 37(11), ) Serena Zaccara, et al. A northern Italian shallow lake as a case study for eutrophication control. Limnol., vol.8, pp , ) Jaeger, D. TIBEAN-a new hypolimnetic water aeration plant. Verh. Internat.Verein, Limnol., vol. 24, pp , ) Taggart, C.T. and McQueen, D.J. Hypolimnetic aeration of a small eutrophic kettle lake: Physical and chemical changes, Arch. fur Hydrobiol., vol.91(2), pp , ) ELCOM User manual: edu.au/ software1/models/elcom2/documentation/elcom_user_2_2_0/elc OM_user.pdf, ) ELCOM Science Manual: edu.au/ software1/models/elcom2/domentation/elcom_science_2_2_0/elc OM_Science.pdf, ) 44 pp ) - 17 pp , ) WEP 53 pp , 2009.

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