• 자원환경지질
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• 제29권3호
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• pp.305-313
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• 1996

In order to investigate the extent and degree of Cd, Cu, Pb and Zn contamination affected by mining activities of the Dalsung Cu~W mine, sampling of stream sediments and waters has been undertaken up to 1.5 km downstream from the mine at 50~150 meter intervals. Analysis of the samples was carried out using ICP-AES for Cd, Cu, Pb and Zn. Physical and chemical properties of sediments (pH, organic matter contents, cation exchange capacity) and waters (pH, Eh and temperature) were also measured. The properties of the sediment samples were characterized by low pH (3.0~5.5), low organic matter contents (2~5%) and a moderate degree of cation exchange capacity (7~15 meq/100 g) with a high proportion of sand fraction. The pH values of water samples ranged from 3.0 to 5.0 and the Eh levels were in the range of 350~530 mV. Concentrations of Cd, Cu, Pb and Zn in the sediments averaged 3.2 mg/kg, 1,390 mg/kg, 451 mg/kg and 262 mg/kg with the range of 0.6~11.4 mg/kg, 15~3,800 mg/kg, 14~1,330 mg/kg and 63~1,060 mg/kg, respectively. Significant levels of the heavy metals were also found in the water samples with the range of $10{\sim}170{\mu}gCd/l$, $300{\sim}41,600{\mu}gCu/l$, $10{\sim}80{\mu}gPb/l$ and $700{\sim}15,400{\mu}gZn/l$. These elevated concentrations in the sediments and waters may be caused by the weathering of mine waste materials and their high solubilities under acidic and/or oxidizing conditions. Although metal concentrations in the samples decrease with the distance from the mine, heavy metal contamination of sediments and waters were also found at the 1.5 km downstream due to the mobile conditions of the heavy metals, with particular reference to Cd and Zn in stream waters.

• 한국농공학회지
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• 제44권4호
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• pp.85-98
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• 2002

The purpose of this study is to develop a land use planning model (LUPM) which can be applied to development of rural villages considering their spatial expansion. The LUPM finds out and allocates the new built site required for the improvement of existing villages. in the development of LUPM, CA (cellular automata) and land suitability analysis methods were applied combinedly. The model uses basically numerical data of CIS based on grid data. Agglomerated settlement, as a type of village for simulation, was adopted. Probability of land use change for optimizing development area was calculated by the six criteria: slope. drainage characteristic, direction of slope, as absolute suitability of grid itself, distance from road. distance from stream and distance from the village center, as relative probability by neighborhood cells. Weighting values of these criteria were quantified by AHP (analytic hierarchy process) method, which is one of MCE(multi-criteria evaluation) method. The algorithm of the model was verified by three example villages: an isolation village, a village with horizontal road, and a village with nodal point of cross road

• 한국수자원학회논문집
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• 제45권2호
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• pp.151-163
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• 2012

산지하천의 자갈하상재료 분포는 최근 특정규모 홍수의 수류력에 의한 유사 이송 및 퇴적 과정에 의해 형성되며, 장갑화된 하천에서 한계수류력을 평가하는 것은 안정하도설계를 위해 중요하다. 자갈하상 하천 종단지점과 만곡부 일정구간의 세부지점에대한하상재료의입도분포를조사하고, 한계유속 및 한계수류력을 평가하였다. 자갈하상 재료에 대한 Yang의 한계단위수류력과 Bagnold의 한계수류력은 상류로 갈수록 급격히 증가했다. 계획홍수량에 근거한 무차원 전단응력은 Shields 도표에서대부분조사지점의자갈하상재료가소류사형태로이동하는것으로평가되었다. 만곡부에 대한 평균입경은 상류 유입수의 1차 수충지점에서 가장 컸으며, 반사흐름에 의한 2차 수충지점에서 두 번째로 큰 입경을 보였다. 수충직하류지점들에서상대적으로작은평균입경을보였다. 만곡부의 평균한계유속 범위는0.77~2.60m/s의 범위이며, 한계단위수류력은 경사가 급한 1차 수충부에서는 상당히 컸다. 한계수류력의 분포는 7~171W/m2의 범위로 하천 횡단보다는 종단에 따른 변화가 뚜렷했고, 만곡 외측 1차 수충지점과 반사흐름 2차 수충지점에서 크게 작용하는 것으로 평가되었다.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 2000년도 제31회 춘계학술대회
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• pp.142-149
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• 2000

Two dimensional slow viscous flow around two counter-rotating equal cylinders is Investigated based on Stokes' approximation. An exact formal expression of the stream function is obtained by using the bipolar cylinder coordinates and Fourier series expansion. From the stream function obtained, the streamline patterns around the cylinders are shown and the pressure distribution In the flow field is determined. By Integrating the stress distribution on the cylinder, the force and the moment exerted on the cylinder are calculated. The flow rate through the gap between the two cylinders is determined as the distance between two cylinders vary. It Is also revealed that the velocity at the far field has finite non-zero value. Special attention is directed to the case of very small distances between two cylinders by way of the lubrication theory.

• 한국수자원학회논문집
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• 제48권7호
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• pp.545-552
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• 2015

본 연구에서는 죽산천 주변 지역에 대해 지하수 양수에 따른 하천수 감소 영향을 공간적으로 분석하였다. 하천 주변 500 m 이내에 위치한 지하수 관정 각각에 대해 지표수-지하수 결합모형 SWAT-MODFLOW를 이용하여 양수 후 하천수 감소량을 반복적으로 모의하였다. 모의 결과, 양수량 대비 하천수 감소율이 20~96%의 범위로 큰 차이를 보였으며, 특히, 하천과 관정간 이격거리가 100 m 이내, 수리확산 계수가 $500m^2/d$ 초과, 하천바닥층 수리전도성이 25 m/d를 초과한 경우에 양수량 대비 하천수 감소율이 60%를 넘어 양수 영향이 큰 것으로 분석되었다. 지하수 관정의 공간적인 위치에 따른 하천수 감소 영향을 정량적으로 쉽게 파악할 수 있도록 관정 위치별 하천수 감소량을 양수량 대비 퍼센트 값을 가지는 등치선 곡선으로 나타내었다. 죽산천 중하류구간 주변지역이 상류지역에 비해 지하수 양수로 인한 영향이 단기간에 크게 하천에 도달하였으며, 양수기간 5년 동안 평균적으로 약 66.7%의 하천수 감소율이 발생하는 것으로 분석되었다. 하천수량에 미치는 지하수 양수 영향을 공간적으로 표출함으로써 하천변 지하수 허가 관리에 있어 객관적인 정보로 활용할 수 있을 것이다.

• 한국수자원학회논문집
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• 제41권9호
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• pp.919-927
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• 2008

도시지역의 하천수와 지하수의 교류를 평가하기 위하여 대구지역을 선정하였다. 연구대상지역에는 낙동강, 금호강 및 25개 하천이 총 유로길이 240 km로 유하하고 있다. 하천수와 지하수의 교류량의 산정은 Darcy식을 이용하였다. 연구대상지역을 16개 소유역으로 나누어서 계산하고 그 결과를 비교하였다. 교류량 산정에는 지하수위, 하천수위, 투수계수, 대수층 두께 및 하천과 가장 근접한 우물과의 거리를 적용하였다. 소유역별 지하수의 하천 유출량, 하천수의 지하수함양량 및 교류량을 산정하였다. 연구 대상지역에서 하천으로 유출하는 지하수량은 약 $72{\times}10^6m^3/year$이고 지하수를 함양하는 하천수량은 약 $35{\times}10^6m^3/year$이었다. 하천수와 지하수의 교류량은 약 $108{\times}10^6m^3/year$이고 하천수와 지하수의 교류량 수지는 약 $37{\times}10^6m^3/year$이었다. 하천수와 지하수의 교류량은 고령교 유역에서 약 $29{\times}10^6m^3/year$로 가장 많고 달창댐 유역에서 약 $0.2{\times}10^6m^3/year$로 가장 적게 발생하였다. 교류량 산정 결과 연구대상지역 에서는 하천수와 지하수의 교류가 대단히 활발하며 소유역간 차이가 큼을 알 수 있었다. 이들 결과로부터 도시지역의 지표수와 지하수의 교류량을 보다 정도 높게 파악하기 위한 연구가 필요한 것을 알 수 있었다.

• 한국지형학회지
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• 제23권3호
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• pp.57-66
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• 2016

The objective of this study is to find out geomorphological characteristics of historical ruins where people produced and consumed large jar coffins excavated in the Yeongsan river basin using the map of old drainage network to restore distribution network. For this purpose, we chose the 21 consumption sites. The results are as follows. First of all, large jar coffins(relics, 47.6% of total) in the Yeongsan River basin were located in Sampo stream basin, almost all of them were located within the Yeongsan River main stream basin and Sampo stream basin. Also, distance from all consumption site to river was within about 2km. Therefore, it is thought that the all consumption sites are located at the place of the gift of nature that was very favorable to water transport of jar coffins. The results of this study may be used as basic data for research of cultural relics in the Yeongsan river basin.

• 한국수산과학회지
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• 제44권6호
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• pp.612-621
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• 2011

The influences of inland pollution sources because of rainfall events on the bacteriological water quality in Geoje Bay, a major shellfish production area in Korea, were investigated. The sanitary status of sea water and shellfish after rainfall events was also evaluated. The flow rates of 13 streams around Geoje Bay showed 6 to 7-fold increases after 15 to 21 mm of rainfall. Peak pollution was observed in the Naegan Stream, the Gandeok Stream and the Seojeong Stream. The calculated impact area of inland pollution sources was 3.1 $km^2$ immediately after 15 mm of rainfall and expanded to 3.5 $km^2$ after 24 hours. These calculations of impacted area matched results from fecal coliform analyses with sea water. The distance between the major pollution source in the bay (the Gandeok Stream) and the station with the worst bacteriological water quality immediately after 15 mm of rainfall, which was below the Korean standard, was 0.8 km in a straight line; this distance increased to 2.0 km after a period of 24 hours. The area impacted by inland pollution sources after a 15 mm rainfall event was wider than after a 21 mm rainfall. Although the flow rate from inland pollution sources was higher, the concentration of fecal coliform in the discharged water was lower after higher rainfall events. These observations corresponded with the results of fecal coliform analyses with sea water samples. According to the evaluation of the influences of inland pollution sources and fecal coliform analyses on sea water and shellfish samples in Geoje Bay, pollutants from inland sources did not reach the boundary line of the shellfish growing area after rainfall events of 15 or 22 mm. The bacteriological water quality of the shellfish growing area in Geoje Bay met the Korean standard and US NSSP requirements for approved shellfish growing areas.

• 한국수산과학회지
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• 제22권4호
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• pp.201-213
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• 1989

본 연구는 유체분사식형망의 분사류의 저질에 대한 굴삭성능을 파악하고자 노즐의 크기별로 원형과 반원형노즐을 제작하여 수조실험을 통해서 노즐끝에서의 동압, 노즐과 판과의 거리, 노즐의 구경, 저질 등의 변화에 따른 저질의 굴삭형상변화를 측정하여 다음과 같은 결과를 얻었다. 1. 분사류의 운동량은 동압을 $100\~500gf/cm^2$로 변화시킴에 따라 4mm 원형노즐에서 $43\~114gf$, 6mm에서 $52\~227gf$. 8mm에서 $114\~506gf$. 10mm에서 $137\~769gf$로 각각 증가하였으나, 50cm이내의 거리에서는 거리에 대한 운동량의 변화는 거의 없었다. 2. 굴삭깊이는 노즐의 구경과 동압이 커짐에 따라, 그리고 노즐높이가 낮아짐에 따라 일정한 기울기로 직선적으로 증가하였으며, 저질 I과 II에 대해 다음과 같은 관계식을 얻었다. $$L_I=[0.01(H/r-100) -0.43\cdot\iota+11.78]{\cdot}D/4$$ $$L_{II}=[0.03(H/r-100) -0.34\cdot\iota+6.39]{\cdot}D/4$$ 단, $L_I,\;L_{II}$; 저질 I, II에 대한 굴삭깊이 H: 노즐동압($gf/cm^2$) r: 물의 단위체적당 중량($1gf/cm^2$) $\iota$: 노즐높이 (cm) D: 노즐구경 (mm)

• 한국환경과학회지
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• 제25권8호
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• pp.1165-1176
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• 2016

The accuracy of digital elevation models (DEMs) is crucial for properly estimating flood inundation area. DEM pixel size is especially important when generating flood inundation maps of small streams with a channel width of less than 50 m. In Korea, DEMs with large spatial resolutions of 30 m have been widely applied to generate flood inundation maps, even for small streams. Additionally, when making river master plans, field observations of stream cross-sections, as well as reference points in the middle of the river, have not previously been used to enhance the DEM. In this study, it was graphically demonstrated that high-resolution DEMs can increase the accuracy of flood inundation mapping, especially for small streams. Also, a methodology was proposed to modify the existing low-resolution DEMs by adding additional survey reference points, including river cross-sections, and interpolating them into a high spatial resolution DEM using the inverse distance weighting method. For verification purposes, the modified DEM was applied to Han stream on Jeju Island. The modified DEM showed much better accuracy when describing morphological features near the stream. Moreover, the flood inundation maps were formulated with the original 30 m pixel DEM and the modified 0.1 m pixel DEM using HEC-RAS modeling of the actual flood event of Typhoon Nari, and then compared with the flood history map of Nari. The results clearly indicated that the modified DEM generated a similar inundation area, but a very poor estimate of inundation area was derived from the original low-resolution DEM.