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논문 : 실내 모형과 현장 충적층에서 지하투과레이더를 이용한 지하수면 추정
김병우 ( Byung Woo Kim ),김형수 ( Hyoung Soo Kim ),최두형 ( Doo Houng Choi ),고용권 ( Yong Kwon Koh ) 대한지질공학회 2013 지질공학 Vol.23 No.3
지하수면과 불포화대의 수분 포화도가 지하투과레이더(GPR) 신호에 미치는 영향을 연구하기 위하여 실내 토조와 충적층 현장에서 GPR 조사를 수행하였다. 실내의 모래 채움 토조 실험에서, 지하수위를 변화시키기 위해 물을 탱크 바닥에 설치된 밸브를 통해 주입하고 배수시켰다. 지하수위와 수분포화도를 추정하기 위하여 모래 채움 토조에서 GPR 수직반사법(이후, VRP) 자료가 획득되었다. 실내 모래 채움 토조에서 획득한 GPR 신호는, 지하수위는 물론 함수율 변화에도 민감하게 반응함을 보여준다. 불포화대에서 GPR 속도는 함수율 변화에 따라 크게 조절되며, 주시 시간의 증가는 포화도의 증가로 해석된다. 함안군 이룡리 낙동강변 충적층에서 220m에 달하는 VRP 조사가, 지하수위를 추정하기 위하여 수행되었다. 현장 조사 결과, 포화 조건에서 GPR 신호의 첫 번째 반사면은 모관 상승에 의한 경계부를 지시하며, 실제 지하수면과는 차이가 있음을 지시한다. 보다 정확한 지하수위를 추정하기 위하여, Well-3호공 주변에서 중앙공심점(common mid-point, 이후, CMP) 방식 GPR 조사를 수행하였다. 그 결과, 모관 상승 경계부와 지하수면 속도를 구하였고, 이는 보다 상세한 지하수면과 심도별 포화도 정보를 제공하였다. 지하수면과 포화도 정보를 포함하는 GPR 조사 결과는 통기대의 현장 수리 지질학적 특성 조사에 유용한 수단이다. Ground penetrating radar (GPR) surveys were conducted in a sand tank model in a laboratory and at an alluvial field site to detect the groundwater table and to investigate the influence of saturation on GPR response in the unsaturated zone. In the sand tank model, the groundwater table and saturation in the sand layer were altered by injecting water, which was then drained by a valve inserted into the bottom of the tank. GPR vertical reflection profile (VRP) data were obtained in the sand tank model for rising and lowering of the groundwater table to estimate the groundwater table and saturation, Results of the lab-scale model provide informatiou on the sensitivity of GPR signals to changes in the water content and in the groundwater table. GPR wave velocities in the vadose zone are controlled mainly by variations in water content (increased travel time is interpreted as an increase in saturation), At the field site. VRP data were collected to a depth of 220 m to estimate the groundwater table at an alluvial site near the Nakdong river at Iryoug-ri. Haman-gun, South Korea. Results of the field survey indicate that nuder saturated conditions, the first reflector of the GPR is indicative of the capillary fringe and not the actual groundwater table. To measre the groundwater table more accurately. we performed a GPR survey using the common mid-point (CMP) method in the vicinity of well-3, and Sunk a well to check the groundwater table. The resultant CMP data revealed reflective events from the capillary fringe and groundwater table showing hyperbolic patterns. The normal moveont correction was applied to evaluate the velocity of the GPR, which improved the accuracy of saturation and groundwater table information at depth. The GPR results show that the saturation information, including the groundwater table. is useful in assessing the hydrogeologic properties of the vadose zone in the field.
생물학적 유동층의 Media 충진량에 따른 미생물 농도 변화
김환기,최두형,박찬수 全北大學校 附設 都市및環境硏究所 1998 都市 및 環境硏究 Vol.13 No.1
The variation of microbiological concentration with packed volume of media was examined in the biological fludized bed which has swirl flow. The TOC and HRT of synthetic wastewater was kept with 70 ㎎/ℓ and 1.6 hr in the reactor, respectively. The mean grain size of sand as media was 0.397 mm and its volume was packed from 20 % to 60 % in the reactor. The experiment results from the above conditions were the treatment efficiency of 87.5 to 93.7 %, the MLVSS of 2,360 to 3,860 ㎎/ℓ, and the microbiological concentration per g-media of 8.4 to 17.3 ㎎/ℓ. The detailed results are as follows. 1) The continuous operation was possible in the biological fludized bed which has swirl flow, not existing fludized bed. 2) The whole microbiological concentration in the reactor was the highest at packing the media volume of 40 to 45 % and the microbiological concentration per g-media was the highest at packing the media volume of 25 %. In the viewpoint of SS, the best packing volume of media was 35 to 45 % in that the separation of microbes were the lowest. 3) From SEM photographs, it showed as that cocci and bacillus adhere to and grow on the media surface
茂朱 南大川 上流水系 汚染이 本流의 水質에 미치는 影響에 關한 硏究
金煥基,崔頭炯,韓雄在 全北大學校 附設 都市및環境硏究所 1996 都市 및 環境硏究 Vol.11 No.1
This study was investigated for the pollution load of water quality in the basin of Wondangchon. Total pollution load was measured that BOD was 683.6 ㎏/day, SS was 1,436.184 ㎏/day, T-N was 237.244 ㎏/day, and T-P was 62.078 ㎏/day respectively inthere. Furthermore, it was estimated that BOD is 1,056.863 ㎏/day, SS is 1,840.657 ㎏/day, T-N is 299,922 ㎏/day, and T-P is 74.154 ㎏/day respectively in 2006 year. In case of BOD loading, that by population accounted for 63% of all BOD loading of that, 57% was discharged in M-4 drainage area. However, since tourists have been increasing gradually, that by population was estimated to be analogous to that by tourists in 2006 year. In case of SS loading, that by livestock was bigger than that by population by holding for 49% of all SS loading, and that by tourists was 9.8% now, however, ratio of that by tourists was estimated to be increased up to 25.8% in 2006 year. In case of T-N loading, that from wastewater treatment plant located in M-1 drainage area was the biggest by accounting for 56.2%. In case of T-P loading, that by livestock discharged form M-4 drainage area accounted for 44.3% of all T-P loading, and ratio of both of that by tourists and that from wastewater treatment plant gradually was estimated to be increased From above results, showing yearly change in pollution load of each water quality items is estimated to be increased continuously in every items, and in the influence of the pollution load of each drainage area upon Muju Namdaechon, M-4 drainage area was the biggest by accounting for 45% of total pollution load, and nest was ordered to M-1, M-2, M-3 and polltion load from wastewater treatment plant. The water quality of Namdaechon in Muju influenced by the study area was in the result of BOD 17.7%, SS 13.0%, T-N 28.2% and T-P 22.9%.