• 한국지하수토양환경학회지:지하수토양환경
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• 제22권3호
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• pp.18-26
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• 2017

The increasing frequency of droughts has been increasing the necessity of utilizing subsurface dams as reliable groundwater resources in areas where it is difficult to supply adequate agricultural water using only surface water. In this study, we analyzed the current status and actual conditions of five agricultural subsurface dams as well as the effect of obtaining additional groundwater from subsurface dams operated as one aspect of the sustainable integrated water management system. Based on the construction methods and functions of each subsurface dam, the five subsurface dams are classified into three types such as those that derive water from rivers, those that prevent seawater intrusion, and those that link to a main irrigation canal. The classification is based on various conditions including topography, reservoir location, irrigation facilities, and river and alluvial deposit distributions. Agricultural groundwater upstream of subsurface dams is obtained from four to five radial collector wells. From the study, the total amount of groundwater recovered from the subsurface dam is turned out to be about 29~44% of the total irrigation water demand, which is higher than that of general agricultural groundwater of about 4.6%.

• Water Engineering Research
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• 제5권3호
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• pp.147-156
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• 2004

Recently, the population growth, industrial and agricultural development are rapidly undergoing in the Lower Rio Grande Valley (LRGV) in Texas. The Lower Rio Grande Valley (LRGV) composed of the 4 counties and three of them are interesting for Non-point and point source pollutant modeling: Starr, Cameron, and Hidalgo. Especially, the LRGV is an intensively irrigation region, and Texas A&M University Agriculture Program and the New Mexico State University College of Agriculture applied irrigation district program (Guy Fipps and Craig Pope, 1998), projects in GIS and Hydrology based agricultural water management systems and assessment of prioritized protecting stream network, water quality and rehabilitation based on water saving potential in Rio Grande River. In the LRGV region, where point and non-point sources of pollution may be a big concern, because increasing fertilizers and pesticides use and population cause. This project objective seeks to determine the accumulation of non-point and point source and discuss the main impacts of agriculture and environmental concern with water quality related to pesticides, fertilizer, and nutrients within LRGV region. The GIS technique is widely used and developed for the assessment of non-point source pollution in LRGV region. This project shows the losses in kg/$km^2$/year of BOD (Biological Oxygen Demand), TN (total Nitrogen) and TP (total phosphorus) in the runoff from the surface of LRGV.

• 한국물환경학회지
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• 제20권5호
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• pp.473-479
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• 2004

A sedimentation basin (SB) at the inlet of an irrigation reservoir which was constructed using an auxiliary dam was monitored to evaluate its pollutant removal efficiency. Water sampling at three points, i.e., inflow stream, upstream and downstream of the reservoir, were taken 5 times before and after the construction of the SB in 1999 and 2003, respectively. No significant water quality variations in inflow stream were observed during these periods. The COD, T-N, T-P and SS removal efficiencies were 38, 24, 35 and 49%, respectively. The results indicated that those removal efficiencies significantly increased during the rainy season and COD removal efficiency, especially, was higher than others studies. The scale of SB in this study was rational as aspects of pollutant removal efficiency and hydraulic detention time. And it is recommended that SB, at inlet of an reservoir, should be constructed as completely separated structure from reservoir water body and having SAR Index from 0.7% to 1.0%.

• 한국지하수토양환경학회지:지하수토양환경
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• 제24권5호
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• pp.17-30
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• 2019

Intensive agricultural development in Mexicali valley, Baja-California, Mexico, has induced tremendous strain on the limited water resources. Agricultural water consumption in the valley mainly relies on diversions of the Colorado River, but their water supply is far less than the demand. Hence, the use of groundwater for irrigation purposes has gained considerable attention. To account for these changes, it is important to evaluate surface water and groundwater conditions based on historical water use. This study identified the effects of agricultural activities on groundwater levels and groundwater recharge in the Mexicali valley (in irrigation unit 16) by a comprehensive MODFLOW Farm process (MF-FMP) numerical modeling. The MF-FMP modeling results showed that the water table in the study area is drawn downed, more in eastern areas. The inflow-outflow analysis demonstrated that recharge to the aquifer occurs in response to agricultural supplies. In general, the model provides MF-FMP simulations of natural and anthropogenic components of the hydrologic cycle, the distribution and dynamics of supply and demand in the study area.

• Journal of Radiation Protection and Research
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• 제29권2호
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• pp.117-127
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• 2004

핵종 누출 사고시 논으로의 핵종 이동 평가를 위한 동적격실모델을 개발하였다. 개발된 모델에는 벼 재배에 필수적인 관개수를 고려하여 표면수 격실과 줄기기부흡수 개념을 도입하였고, 이식 전 쟁기질과 관개담수에 의한 토양 혼합을 고려하였으며, 벼 성장에 따른 뿌리흡수상수, 줄기기부흡수상수의 변화를 생체량의 함수로 모델링하였다. 모델의 타당성 조사를 위해 고리, 영광 및 울진 원자력 발전소 주변 지역에서 채취한 논 토양으로 벼를 재배하면서 벼 생육단계별로 수행된 $^{137}Cs$ 모의 침적 실험 해석에 모델을 적용하였다. 모델은 대체적으로 한 승수 내에서 실험 결과와 잘 일치하였다.

• Archives of Plastic Surgery
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• 제37권3호
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• pp.227-232
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• 2010

Purpose: Continuous irrigation method is an important step in managing wound infection. V.A.C. devices have been used in intractable wounds for reducing discharge, improving local blood flow, and promoting healthy granulation tissue. We expect synergistic effects of reduced infection and more satisfactory, accelerated wound healing when using both methods simultaneously. This study evaluated continuous irrigation combined with V.A.C. appliance for treatment of infected chronic wounds. Methods: We reviewed data from 17 patients with infected intractable chronic wounds. V.A.C. device (Group A) was used in 9 patients, and V.A.C. with antibiotics irrigation (Group B) was used in 8 patients. We placed Mepitel$^{(R)}$ on the surface of wound and placed an irrigation and aspiration tube on each side. A sponge was placed on the Mepitel$^{(R)}$ and covered with film dressing. The wound was irrigated continuously with mixed antibiotics solution at the speed of 200 cc/hr and aspirated through the wall suction at the pressure of -125 mmHg. V.A.C. applied time, wound culture and wound size were compared between the two groups. Results: No complication were seen in two groups. Compared with Group A, in the Group B, V.A.C. applied time was shortened from 32.7 days to 25.6 days and showed efficacy in the reduction rate of wound size. No statistical differences were shown in bacterial reversion. Conclusion: V.A.C. appliance with continuous irrigation is an effective new method of managing infected chronic wounds and useful to reduce treatment duration and decrease wound size. Moreover it could be applied more widely to infected wound.

• 한국수자원학회논문집
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• 제46권7호
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• pp.719-733
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• 2013

본 연구에서는 죽산천 유역에 대해 지표수와 지하수의 통합거동을 유역 스케일로 장기간 모의할 수 있고 양수정의 공간분포 및 저수지 운영을 복합적으로 고려할 수 있는 유역단위 통합수문해석모형 SWAT-MODFLOW를 적용하여 지하수 양수 및 농업용 저수지가 하천유량에 미치는 영향을 평가하였다. 지하수 양수 및 농업용저수지 고려 유무에 따라 4가지 시나리오(1) 현 지하수 이용량 고려, 저수지 고려, (2) 현 지하수 이용량 고려, 저수지 미고려, (3) 지하수 이용량 미고려, 저수지 고려), (4) 지하수 이용량 미고려, 저수지 미고려(자연상태)를 구성하고 각 시나리오별로 하천유량의 변화를 모의한 결과, 죽산천 유역 출구부를 기준으로 지하수 양수로 인한 영향이 농업용 저수지에 의한 영향보다 상대적으로 크게 발생하였으며, 갈수량은 용수이용이 없는 자연 상태(natural flow)에 비해서 지하수 양수만의 영향으로 약 17%, 저수지만의 영향으로 약 11%, 양수 및 저수지의 복합영향으로 인해 약 23% 만큼 감소하는 것으로 분석되었다. 농업용 저수지로부터 떨어진 거리에 따른 하천유량의 변화를 평가하기 위해서 죽산천 본류를 따라 비갈수량을 산정한 결과, 저수지 관개용수의 회귀수 영향으로 하류로 내려갈수록 비갈수량이 증가하였으며, 죽산천 상류에 위치한 덕산 저수지로부터 약 6.5 km까지는 저수지의 영향이 상당히 미치는 것으로 분석되었다.

• 한국유기농업학회지
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• 제32권1호
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• pp.107-125
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• 2024

Tetracycline 계열 옥시테트라사이클린(OTC)과 클로르테트라사이클린(CTC) 그리고 penicillin 계열 아목시실린(AMX) 등 3종의 축산용 항생제를 관개수에 인위적으로 주입한 후 농업용수의 관개방법(지표점적관개, 지중점적관개, 스프링클러관개)에 따른 항생제의 토양중 잔류, 식물체로의 흡수이행량 그리고 작물생장지표 등을 조사하였다. 적상추와 열무 재배지역 토양중 축산용 항생제의 잔류농도는 큰 차이가 나타나지 않았으며, 축산용 항생제의 처리농도가 증가함에 따라 토양중 잔류농도도 유의성있게 증가하는 경향이었다(P < 0.05). 관개방법에 따라서는 토양중 축산용 항생제의 잔류량이 유의성 있는 차이를 나타내지 않았다(P > 0.05). 적상추와 열무의 가식부위(잎) 중 처리대상 3종의 축산용 항생제 모두 검출한계미만으로 나타나 작물의 안전성은 확보된 것으로 나타났다. 적상추와 열무 작물체로 훕수이행된 항생제를 대상으로 전이계수(translocation factor)를 조사한 결과, 토양으로부터 적상추 뿌리까지의 전이계수는 0.3 미만으로 나타났고, 토양으로부터 열무뿌리까지의 전이계수는 0.2이하로 나타났다. 관개방법별 그리고 축산용 항생제의 종류에 따라 전이계수가 유의성 있는 차이를 나타내지 않았다(P>0.05). 마지막으로, 적상추와 열무의 수확량도 관개방법별 그리고 항생제의 종류별로 유의성 있는 차이가 나타나지 않았다(P>0.05). 우리나라 하천에서 검출되는 축산용 항생제의 최대 50배 수준까지 유입될 경우 토양 내 잔류량은 지속적으로 증가할 것으로 평가되지만, 축산용 항생제의 작물체로 전이는 크게 나타나지 않을 것으로 나타났다. 하지만, 축산용 항생제의 농경지 토양내 지속적인 유입은 토양미생물상의 활성도, 종 다양성, 개체군에 영향을 끼쳐 장기적으로 바람직하지 못한 영향을 끼칠 수 있을 것이기에 지속적인 관리가 필요할 것이다.

• 한국농공학회지
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• 제45권6호
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• pp.109-118
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• 2003

As a fundamental research to establish a safety operation plan for irrigation dams, this study presents hydrologic analysis conducted in Sungju Dam watershed based on various rainfall data. Especially those reservoirs without flood control feature are widely exposed to the risk of flooding, a safe and optimized operation program need to be improved against arbitrary flooding. In this study, reservoir routing program was developed and simulated for reservoir runoff estimation using WMS hydrology model. The model simulated the variations of reservoir elevation under the condition of open or closed emergency gate. In case of closed emergency gate, water surface elevation was given as 193.15 m, and this value exceeds the dam crest height by 1.65 m. When the emergency gate is open, the increment of water surface elevation is given as 192.01 m, and this value exceeds dam crest height by 0.57 m. As an alternative plan, dam height increase can be considered for flood control under the PMP (Probable Maximum Precipitation) condition. Since the dam size is relatively small compare to the watershed area, sound protection can be expected from the latter option rather than emergency gate installation.

• 한국농공학회지
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• 제31권4호
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• pp.90-95
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• 1989

The purpose of this study is to seek out the harrow water requirement applicable for the irrigation plan of paddy field and to find out the factors influenced on a variation in the requirement. The plots of experiment were arranged with randomized block design which was compo- sed of three kinds of soil texture (sandy loam, loam and silty loam) and ploughing depth (12cm, 17cm, and 22cm). The results obtained from this experimental study are summarized as follows. 1. Harrow water reguirement is not only changed by soil texture, but influenced by soil water content just before irrigating 2. Magnitude of total harrow water reguirement appli(able for the irrigation plan, when surface water depth and the water content just before irrigating is fixed on the basis of 30 mm and a shrinkage limit respectively, generally becomes to be 177.5mm, 116.3mm and 113. 8mm in the sandy loam, loam amd silty loam block, respectively. 3. The more a percolation of soil layer occurs, the more the harrow water requirement increases, but it is not much influenced by the increase in ploughing depth. 4. The larger a porosity of soil layer is, the more a net harrow requirement increases 5. The factors that influence on a variation in the harrow water requirement are appea- red to be percolation of soil layer, soil water content just before irrigating, porosity of soil layer, ploughing depth and designed surface water depth etc.