• Title/Summary/Keyword: re-inflow

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Improvement of water balance equation considering evaporation and re-evaluation of dam inflow (소양강댐 유역의 증발을 고려한 물수지 방정식 개선 및 댐 유입량 재산정)

  • Yoo, Jiyoung;Lee, Dong Jin;Yoo, Do-Guen;Kim, Tae-Woong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.106-106
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    • 2022
  • 댐 유역의 수문자료는 댐의 효율적인 운영, 중장기 댐 운영 계획, 수자원 관리, 댐 저수량 예보 등을 위해 사용되며, 최근 기후변화로 인해 정밀한 댐 운영에 필요한 유량자료의 필요성은 더욱 커지고 있다. 일반적으로 댐의 주요 수문자료에는 유입량의 요소, 저수량 요소, 유출량의 요소로 구분된다. 현재까지 강수량, 저수위, 방류량 자료는 지속적인 계측 및 품질관리 기술의 발전으로 인해 신뢰도가 점차 향상되고 있으나, 반면 증발량과 침투량 자료는 여전히 정확한 계측에 많은 어려움이 있다. 따라서 우리나라의 댐 유입량은 직접측정의 현실적 제약사항으로 인해, 방류량과 저수위 변화에 따른 저류량의 차를 이용하여 간접적으로 측정하고 있어, 증발량 및 지하수 유출량 등과 같은 복잡한 자연현상을 고려하지 못한 채 저수지 수위의 변화에 따른 민감도가 크게 발생하는 문제로 이어지게 된다. 본 연구에서는 소양강댐 유역의 증발을 고려하는 개선된 물수지 방정식을 제안하였다. 그 결과, 기존의 댐 유입량 자료에서 발생하는 문제점은 증발을 고려한 물수지법 적용을 통해 어느 정도 개선이 가능하다. 즉, 기존의 댐 유입량 산정 시 고려하지 않는 다양한 유출 요인에 대한 과도한 누락은 음유입량 발생문제를 야기하며, 실제 복잡한 자연현상을 설명하기 위해서는 추가적인 유출 요소(증발량)를 물수지 방정식에 포함할 필요가 있다. 이처럼 개선된 물수지법을 적용할 경우, 직접적인 가용수자원을 구성하는 직접 유출량과 간접 유출량이 전체 유입량에 기여하는 정도를 파악할 수 있다. 다만, 여기에서의 증발량은 유역 내 실측자료가 아님과 동시에 수면 증발량을 고려하지 못한 한계가 있으며, 향후 연구에서는 보다 정확도 높은 수문자료의 생산 및 확보를 위한 지속적인 노력이 필요하다.

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Comparison of Growth Characteristics and Ginsenoside Content of Ginseng (Panax ginseng C. A. Meyer) Cultivated with Greenhouse and Traditional Shade Facility (비닐하우스와 관행재배 인삼의 생육특성 및 진세노사이드 함량 비교)

  • Lee, Sung-Woo;Kim, Gum-Sook;Hyun, Dong-Yun;Kim, Yong-Burm;Kim, Jang-Wook;Kang, Seung-Won;Cha, Seon-Woo
    • Korean Journal of Medicinal Crop Science
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    • v.19 no.3
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    • pp.157-161
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    • 2011
  • Growth characteristics, root yield and ginsenoside contents of 3-year-old ginseng in greenhouse shaded by $30^{\circ}$ sloped-curtain made of aluminum were compared to traditional shade facility in order to develop cultural practice for organic ginseng. Light transmittance ratio in greenhouse with $30^{\circ}$ sloped-curtain shade was distinctly lower than that of traditional shade from sunrise to 9 a.m., while its ratio in greenhouse was higher than traditional shade since 9 a.m. due to the reflection of light. Air temperature of greenhouse was $1.3^{\circ}C$ higher than that of traditional shade on the first ten days of August due to more reflected light. Root yield of greenhouse was 44% higher than that of traditional cultivation because of the inflow of reflected light and the decrease of disease of Alternaria and Anthracnose by blocking rainfall. Dry matter partitioning ratio of rhizome and lateral root were increased in ginseng cultivated at greenhouse due to longer survival time in leaf than traditional cultivation. Total ginsenoside contents cultivated at greenhouse was decreased in the part of taproot, while it was increased in the part of lateral and fine root compare to traditional cultivation. Individual ginsenoside contents between greenhouse and traditional cultivation showed significant difference more frequent in fine root than taproot and lateral root. Total ginsenoside contents including $Rb_1$, $Rb_2$, Rc, Rd, Re, Rf, $Rg_1$, and $Rg_2$ in whole root of 3-year-old ginseng did not showed significant difference by greenhouse and traditional cultivation.

Physicochemical Characteristics and Nutrient Release from Sediment in an Urban Stream (도심하천 퇴적물의 이화학적 특성과 영양염 용출)

  • Kim, Tae Hoon;Jung, Jae Hoon;Choi, Sun Hwa;Choi, I Song;Oh, Jong Min
    • Ecology and Resilient Infrastructure
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    • v.2 no.2
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    • pp.167-176
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    • 2015
  • The water quality of the Gulpo Stream flowing through Incheon, Bucheon, Seoul, and Kimpo is getting worse due to a slow flow rate and bank constructions by stream channelization as well as an inflow of pollutants from living-sewages and factory-sewages. Besides, a dry stream phenomenon caused by a lack of maintenance water upstream makes a self-purification system worse, and the water quality of the Gulpo Stream is currently at its lowest level. The accumulated sludge of the streambed is mostly formed by the deposition of particle pollutants due to the slow flow rate and an artificially straightened stream channel. This accumulated sludge adsorbs a great quantity of organic materials and heavy metals. Because of the internal contamination possibility by a re-gushing, even after the pollution source is removed, it can cause future water pollution. Without a total examination as previously recommended, it is considered difficult to accomplish practical efficiency. In conclusion, the management of periodic sediment management such as dredging would be necessary in the Gulpo Stream because sediment could be an internal pollution source of stream water under anaerobic conditions.

A Study on the Analysis of the Relaxation Area and the Improvement Effect of the Ground by Road Subsidence (지하연속벽 배면 도로의 지반침하에 따른 이완영역분석방법과 지반 보강 효과검증에 관한 연구)

  • Lee, Hyoung Kyu;Lee, Yong-Sun
    • Journal of the Korean Geotechnical Society
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    • v.37 no.1
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    • pp.29-41
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    • 2021
  • Although underground works are essential to use underground spaces in urban areas efficiently, various damages caused by constructions have often occurred, making them major social problems. Since 2018, it is stipulated in the Special Act on Underground Safety Management that appropriate construction methods must be used in the design stage to prevent various damage cases. This Special Act includes establishing an area subject to underground safety impact assessment, analysis of ground and geological status, review of effects caused by changes in groundwater, review of ground safety, and establishment of measures to secure underground safety. This study area consists of various strata in order of landfill, sedimentary silt, sedimentary sand, sedimentary gravel, weathering zone, and foundation rock. Also, the slurry wall, a highly rigid underground continuous wall, was chosen as a construction method to consider high water table distribution and minimize the influence of the surroundings in this area. However, ground subsidence occurred on the road nearby in December 2019 due to the inflow of loosening soil to the construction area. Thus, several types of site investigations were conducted to suggest an appropriate analysis method and to find out loosed ground behavior and its area for the subsided site. As a result, new design soil properties were re-calculated, and the reinforcement measures were proposed through analytical verification.

A Study of the Regeneration of Spent GAC using an Electrochemical Method (전기화학적 방법을 이용한 Spent Granular Activated Carbon (GAC)의 재생 연구)

  • Lee, Sangmin;Joo, Soobin;Jo, Youngsoo;Oh, Yeji;Kim, Hyungjun;Shim, Intae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.4
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    • pp.481-491
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    • 2022
  • This study investigates the characteristics of the GAC adsorption behavior during the operation of a multi-stage cross-flow filtration and GAC adsorption process for the purpose of devising an advanced treatment of combined sewer overflows (CSOs) and evaluates the regeneration efficiency of spent GAC that has reached the design breakpoint. During the filtration process, suspended substances are easily removed, but dissolved organic substances are not removed, necessitating a process capable of removing dissolved organic substances for the advanced treatment of CSOs. In general, GAC adsorption has been applied under low-concentration organic conditions, such as for water purification and tertiary treatments of sewage, and has rarely been applied under conditions with high organic concentrations, such as with sewage or CSOs. Accordingly, this study will provide a new and interesting experience. Also in this study, the continuous operation and breakthrough characteristics of GAC according to the strength of the inflow organic matter were investigated, electrochemical regeneration was applied to the used GAC, and the regeneration efficiency was evaluated through desorption and re-adsorption tests. The results showed that the breakthrough period was 21 days under high concentration conditions, 28 days at medium concentrations, and 32 days under low concentration conditions. The desorption of adsorbed organic matter through electrolysis occurred in the range of 188 to 609 mgCOD/L depending on the electrolysis conditions, and the effect of the electrolyte type led to the finding that NaOH was slightly higher than H2O2.

On decrease program of Radioactive Wastewater and Sewages in High Dose Radioiodine Therapy Ward (고용량 방사성옥소 치료병실의 오.폐수 저감화를 위한 연구)

  • Ryu, Jae-Kwang;Jung, Woo-Young;Shin, Sang-Ki;Cho, Shee-Man
    • The Korean Journal of Nuclear Medicine Technology
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    • v.12 no.1
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    • pp.19-26
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    • 2008
  • Purpose: In general, We discharged radioactive wastewater and sewages less than $8.1{\times}10^{-13}$ Ci/ml in a exclusive water-purifier tank. Our hospital operating three exclusive water-purifier tank for radioactive wastewater and sewages of 60 tons capacity respectively. In order to meet the criteria it need a enough decay more than 125 days per each exclusive tank. However, recently we fell into the serious situation that decay period was decreased remarkably, owing to the wastewater amount increased rapidly by enlarge the therapy ward. For that reason, in this article, I'd like to say the way that reducing of radioactive wastewater and sewages rationally. Materials and Methods: From January, 2006 to October, four hundred and two cases were analyzed. They were all hospitalized during 3 days and 2 nights. We calculated the average amount of water used (include toilet water used, shower water used, washstand water used, $\cdots$), each exclusive water-purifier tank's decay period, as well as try to search the increased factors about water-purifier tank inflow flux by re-analysis of the procedure of radioisotope therapy step by step. Results: We could increase each exclusive water-purifier tank's decay period from 84 days to 130 days through the improvement about following cause: (1) Improvement of conventional toilet stool for excessive water waste $\rightarrow$ Replacement of water saving style toilet stool (2) Prevention of unnecessary shower and wash (3) Stop the diuretics taking during hospitalization (4) Analysis of relationship between water intakes and residual dose of body (5) Education about outside toilet utilization before the administration (6) Changed each water-purifier tank's maximum level from85% to 90% Conclusion: The originality of our efforts are not only software but hardware performance improvements. Incidentally the side of software's are change of therapy procedures and protocols, the side of hardware's are replacement of water saving style toilet stool and change of each water-purifier tank's maximum level. Thus even if a long lapse of time, problem such as return to the former conditions may not happen. Besides, We expect that our trials become a new reasonable model in similar situation.

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Occlusive Complications after Lower Limb Arterial Bypass Surgery (하지동맥 재건술 후 폐쇄성 합병증에 대한 임상적 고찰)

  • Kim Jong Won;Chung Sung Woon
    • Journal of Chest Surgery
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    • v.38 no.2 s.247
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    • pp.152-156
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    • 2005
  • Background: Occlusive complications after arterial revascularization are difficult to treat and have high recurrence rate. This study was performed to establish an effective treatment modality and to evaluate the factors affecting the occlusive complications by analysis of clinical data. Material and Method: During the period of 5 years. 33 patients (55 reoperations) were studied at the Department of Thoracic and Cardiovascular Surgery, Pusan National University Hospital following 173 arterial revascularization surgeries. The clinical characteristics, operating methods, the time intervals of reoperation, used graft, and the results of treatment were evaluated retrospectively. Result: All the patients were men except one and the mean age was 63.5 years old. The mean time internal from first operation to reoperation was 11.9 months. The cause of arterial occlusive diseases were 28 atherosclerosis and 5 Burger's diseases, Associated diseases were Hypertension $(57.6\%)$, Diabetes mellitus $(33.3\%)$, heart failure $(18.2\%)$, and so on. The mean rate of reoperation was 1.67 times and the most common type of first operation was femoro-popliteal bypass grafting $(57.6\%)$. The graft that used revascularization surgery were 25 cases of PTFE and 6 case were Dacron. There was no statistical difference between two groups. The kinds of reoperations were thrombectomy in 20 cases, angioplasty 18 cases, re-bypass surgery in 13 cases, and lumbar sympathectomy in 4 cases. The results of reoperation were 15 cases of functional recovery, 7 cases of limb salvage, 5 cases of above-knee amputation. 3 cases of below-knee amputation and 3 deaths. Conclusion: The main cause of occlusive complications are occlusion of inflow or outflow artery. Treatments were different according to the first operation methods and graft used. The most frequent time of reoperation was within one year after the first operation. We believe that graft surveillance especially during the first year is very important factor in observing the patient. We can look forward to improving limb salvage rate to perform additional treatment such as radiological interventions and lumbar sympathectomy.