• 제목/요약/키워드: diversion rate

검색결과 54건 처리시간 0.021초

한국의 경사지 밭의 토양 및 물의 보전 관리 전략 (Management Strategies to Conserve Soil and Water Qualities in the Sloping Uplands in Korea)

  • 양재이;유진희;김시주;정덕영
    • 농업과학연구
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    • 제37권3호
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    • pp.435-449
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    • 2010
  • Soils in the sloping uplands in Korea are subject to intensive land use with high input of agrochemicals and are vulnerable to soil erosion. Development of the environmentally sound land management strategy is essential for a sustainable production system in the sloping upland. This report addresses the status of upland agriculture and the best management practices for the uplands toward the sustainable agriculture. More than 60% of Korean lands are forest and only 21% are cultivating paddy and upland. Uplands are about 7% of the total lands and about 62% of the uplands are in the slopes higher than 7%. Due to the site-specificity of the upland, many managerial and environmental problems are occurring, such as severe erosion, shallow surface soils with rocky fragments, and loadings of non-point source (NPS) contaminants into the watershed. Based on the field trials, most of the sloping uplands were classified as Suitability Class III-V and the major limiting factor was slope and rock fragments. Due to this, soils were over-applied with N fertilizer, even though N rate was the recommendation. This resulted in decreases in yield, degradation of soil quality and increases in N loading to the leachate. Various case studies drew management practices toward sustainable production systems. The suggested BMP on the managerial, vegetative, and structural options were to practice buffer strips along the edges of fields and streams, winter cover crop, contour and mulching farming, detention weir, diversion drains, grassed waterway, and slope arrangement. With these options, conservation effects such as reductions in raindrop impact, flow velocity, runoff and sediment loss, and rill and gully erosion were observed. The proper management practice is a key element of the conservation of the soil and water in the sloping upland.

신장의 둔상에 의한 요흉 - 1예 보고- (Urinothorax following Blunt Renal Trauma -One case report -)

  • 김대현;윤효철;이인호;김수철;조규석;박주철;김범식
    • Journal of Chest Surgery
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    • 제38권11호
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    • pp.803-805
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    • 2005
  • 요흉은 후복막강으로 누출된 소변에 의해 발생되며, 1968년 Correie등이 처음으로 보고하였다. 요흉의 주요 발생 기전은 주로 요로의 페쇄 혹은 외상 등에 의해 일차적으로 후복막강에 요종이 형성되고 이차적으로 흥강에 소변이 축적된다고 알려져 있다. 그 외에 후복막강의 염증, 악성 종양, 신 이식, 신 생검 등에 의해서도 요흉이 발생할 수 있다. 요흉은 발생 빈도가 적어 진단이 늦어질 수 있으나 일단 진단이 되면 요로 개통술로 치료할 수 있다. 저자들은 신우요관 접합부의 둔상으로 인해 발생한 후복막강 요종과 요흉에 대한 치험 1예를 문헌 고찰과 함께 보고하는 바이다.

복강 수술 후의 의인성 요로계 손상: 6례 (Iatrogenic Injuries to the Urinary Tract after Abdominal Surgery: 6 cases)

  • 변예은;임지혜;이선태;채호철;정주현;최민철;윤정희;권오경;김완희
    • 한국임상수의학회지
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    • 제23권2호
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    • pp.211-217
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    • 2006
  • Six patients (5 dogs, 1 cat) were referred with the complications of urinary tract injuries. Clinical signs were vomiting (4/6), oliguria (2/6) and anuria (3/6). Four females had been spayed, 1 male had cryptorchid orchiectomy and 1 male had been operated for removing calculi in the urethra. Both preoperative and intraoperative investigation were performed and they were confirmed as iatrogenic injuries in the urinary tract during surgery. Depending on the condition of the complications, urethral anastomosis, unilateral nephrectomy, ureteroneocystostomy, colonic urinary diversion, ureterourethral anastomosis, cystostomy and suture of the defect region were performed separately in individual cases. Postoperative observation revealed 50% (3 cases) survival rate of the patients.

화순 홍수조절지의 유입유출 구조물에 대한 수리모형실험 연구 (Experimental Study on the Inflow and Outflow Structures of Hwasun Flood Control Reservoir)

  • 이상화;진광호;류종현;김수근
    • 한국수자원학회논문집
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    • 제45권7호
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    • pp.675-684
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    • 2012
  • 최근 기상변화에 의한 집중호우는 하천의 통수능력을 초과하는 홍수를 발생시키고 있다. 하천의 폭이 제한된 상태에서 이러한 초과 홍수에 대비할 수 있는 관리방법은 제방증고, 저류지 및 방수로 건설, 하상 준설 등을 생각할 수 있다. 천변저류지인 화순홍수조절지는 저류지와 수위조절을 위한 제수문이 설계되어 있다. 본 연구는 저류지 운영시간동안 일정 홍수량만을 배제해야 할 상황에 대해 설계의 적정성을 수리모형실험을 통해 검토하였다. 검토결과 저류지 유입부의 횡월류위어 월류량은 설계상의 월류량을 초과하였고, 제수문 1.1m 개방시 설계유량($326m^3/s$)을 방류할 수 있는 것으로 나타났다. 설계유량 방류시 제수문 직하류에 7.19m/s의 고유속은 baffle block을 설치할 경우 3.3m/s까지 저감시킬 수 있는 것으로 검토되었다.

Discrete element numerical simulation of dynamic strength characteristics of expanded polystyrene particles in lightweight soil

  • Wei Zhou;Tian-shun Hou;Yan Yang;Yu-xin Niu;Ya-sheng Luo;Cheng Yang
    • Geomechanics and Engineering
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    • 제34권5호
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    • pp.577-595
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    • 2023
  • A dynamic triaxial discrete element numerical model of lightweight soil was established using the discrete element method to study the microscopic mechanism of expanded polystyrene (EPS) particles in the soil under cyclic loading. The microscopic parameters of the discrete element model of the lightweight soil were calibrated depending on the dynamic triaxial test hysteresis curves. Based on the calibration results, the effects of the EPS particles volume ratio and amplitude on the contact force, displacement field, and velocity field of the lightweight soil under different accumulated strains were studied. The results showed that the hysteresis curves of lightweight soil exhibit nonlinearity, hysteresis, and strain accumulation. The strain accumulated in remolded soil is mainly tensile strain, and that in lightweight soil is mainly compressive strain. As the volume ratio of EPS particles increased, the contact force first increased and then decreased, and the displacement and velocity of the particles increased accordingly. With an increase in amplitude, the dynamic stress of the particle system increased, and the accumulation rate of the dynamic strain of the samples also increased. At 5% compressive strain, the contact force of the particles changed significantly and the number of particles deflected in the direction of velocity also increased considerably. These results indicated that the cemented structure of the lightweight soil began to fail at a compressive strain of 5%. Thus, a compressive strain of 5% is more reasonable than the dynamic strength failure standard of lightweight soil.

지역병상수급계획 실효성 제고를 위한 수요공급 현황 분석 (Analysis of Demand-Supply Status for Improving the Effectiveness of Plans for Supply and Demand of Reginal Patient Beds)

  • 양정민;김재현
    • 보건행정학회지
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    • 제33권4호
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    • pp.411-420
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    • 2023
  • Background: The purpose of this study was to analyze the demand and supply status of patient beds by type of medical institution, categorized into 70 clinical privilege, in order to understand the regional bed supply situation. Methods: Utilizing the 70 clinical privilege defined by the Ministry of Health and Welfare, we calculated bed demand and supply quantities from 2019 to 2021 using data from Statistics Korea and the Health Insurance Statistical Yearbook. The bed demand calculation formula was based on the detailed guidelines for the medical sector by the Korea Development Institute and the 3rd edition of bed supply basic policies announced by the Ministry of Health and Welfare. Additionally, to mitigate distorted bed supply situations caused by factors such as regional levels and patient outflows, we classified bed supply types using the population decrease index indicator published by the Ministry of Public Administration and Security. Results: Among the 70 clinical privilege, it was analyzed that a relatively balanced bed supply situation exists overall, irrespective of the type of healthcare institution. However, in medical institutions at or above the level of hospitals, regions with bed supply ratios exceeding 20% compared to demand, particularly in institutions at or above the level of general hospitals, showed a relatively high rate of demand diversion. Conclusion: We have identified the bed supply types in the 70 clinical privilege in South Korea. Based on the results of this study, we emphasize the need for bed supply policies that consider regional characteristics. It is expected that this research can serve as fundamental data for future efforts aimed at managing or rectifying bed supply imbalances on a regional basis.

상류 수위관측소 자료를 활용한 하류 지점 수위 예측 (Prediction of Water Level at Downstream Site by Using Water Level Data at Upstream Gaging Station)

  • 홍원표;송창근
    • 한국안전학회지
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    • 제35권2호
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    • pp.28-33
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    • 2020
  • Recently, the overseas construction market has been actively promoted for about 10 years, and overseas dam construction has been continuously performed. For the economic and safe construction of the dam, it is important to prepare the main dam construction plan considering the design frequency of the diversion tunnel and the cofferdam. In this respect, the prediction of river level during the rainy season is significant. Since most of the overseas dam construction sites are located in areas with poor infrastructure, the most efficient and economic method to predict the water level in dam construction is to use the upstream water level. In this study, a linear regression model, which is one of the simplest statistical methods, was proposed and examined to predict the downstream level from the upstream level. The Pyeongchang River basin, which has the characteristics of the upper stream (mountain stream), was selected as the target site and the observed water level in Pyeongchang and Panwoon gaging station were used. A regression equation was developed using the water level data set from August 22th to 27th, 2017, and its applicability was tested using the water level data set from August 28th to September 1st, 2018. The dependent variable was selected as the "level difference between two stations," and the independent variable was selected as "the level of water level in Pyeongchang station two hours ago" and the "water level change rate in Pyeongchang station (m/hr)". In addition, the accuracy of the developed equation was checked by using the regression statistics of Root Mean Square Error (RMSE), Adjusted Coefficient of Determination (ACD), and Nach Sutcliffe efficiency Coefficient (NSEC). As a result, the statistical value of the linear regression model was very high, so the downstream water level prediction using the upstream water level was examined in a highly reliable way. In addition, the results of the application of the water level change rate (m/hr) to the regression equation show that although the increase of the statistical value is not large, it is effective to reduce the water level error in the rapid level rise section. Accordingly, this is a significant advantage in estimating the evacuation water level during main dam construction to secure safety in construction site.

Ecosysteme de I′Etang de Berre (Mediterranee nord-occidentale) : Caracteres Generales Physiques, Chimiques et Biologiques

  • Kim, Ki-Tai
    • 환경생물
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    • 제22권2호
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    • pp.247-258
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    • 2004
  • Climatological, hydrological and planktonical research studies, measurements of primary production and photosynthetic efficiency from December 1976 to December 1978 have been carried out in two brackish lakes: Lake Etang de Berre and Lake Etang de Vaine located in the French Mediterranean coast, in the region of Carry-le-Rouet located on the north-west Mediterranean near Marseilles, and in fresh water inflows from 4 Rivers (Touloubre, Durance, Arc, Durancole) to Lake Etang de Berre. Physico-chemical parameters were measured for this study: water temperature, salinity, density, pH, alcalinity, dissolved oxygen (% saturation), phosphate, nitrate, nitrite, silicate etc. Diverse biological parameters were also studied: photosynthetic pigments, phaeopigments, specific composition and biomass of phytoplankton, primary pelagic production etc. Climatical factors were studied: air-temperature, solar-radiation, evaporation, direction (including strength) of winds, precipitation and freshwater volume of the four rivers. The changes in Lake ‘Etang de Berre’ ecosystem depend on the quality of the water in the Durance River, and on the effects of seawater near the entrance of the Caronte Canal. The water quality of the lake varies horizontally and vertically as a result of atmospheric phenomena, maritime currents and tides. The distribution of water temperatures is generally heterogeneous. Southeasterly winds and the Northeasterly Mistral wind are important in the origins of circulated and mixed water masses. These winds are both frequent and strong. They have, as a result, a great effect on the water environment of Lake Etang de Berre. In theory, the annual precipitation in this region is well over eight times the water mass of the lake. The water of the Durance River flows into Lake Etang de Berre through the EDF Canal, amounting to 90% of the precipitation. However, reduction of rainfall in dry seasons has a serious effect on the hydrological characteristics of the lake. The temperature in the winter is partially caused by the low temperature of fresh water, particularly that of the Durance River. The hydrological season of fresh and brackish water is about one month ahead of the hydrological season of sea water in its vicinity. The salinity of Lake Etang de Berre runs approximately 3$\textperthousand$, except at lower levels and near the entrance to the Caronte Canal. However, when the volume of the Durance River water is reduced in the summer and fall, the salinity rises to 15$\textperthousand$. In the lake, the ratio of fresh water to sea water is six to one (6:1). The large quantities of seston conveyed by rivers, particularly the Durance diversion, strongly reduce the transparency in the brackish waters. Although the amount of sunshine is also notable, transparency is slight because of the large amount of seston, carried chiefly by Tripton in the fresh water of the Durance River. Therefore, photosynthesis generally occurs only in the surface layer. The transparency progressively increases from freshwater to open seawater, as mineral particles sink to the bottom (about 1.7kg $m^{-2}a^{-1}$ on the average in brackish lakes). The concentration of dissolved oxygen and the rate of oxygen saturation in seawater (Carry-le-Rouet) ranged from 5.0 to 6.0 $m\ell$ㆍ.$1^{-1}$, and from 95 to 105%, respectively. The amount of dissolved oxygen in Etang de Berre oscillated between 2.9 and 268.3%. The monographs of phosphate, nitrate, nitrite and silicate were published as a part of a study on the ecology of phytoplankton in these environments. Horizontal and vertical distributions of these nutriments were studied in detail. The recent diversion of the Durance River into Lake Etang de Berre has effected a fundamental change in this formerly marine environment, which has had a great impact in its plankton populations. A total of 182 taxa were identified, including 111 Bacillariophyceae, 44 Chlorophyceae, and 15 Cyanophyceae. The most abundant species are small freshwater algae, mainly Chlorophyceae. The average density is about $10^{8}$ cells $1^{-1}$ in Lake Etang de Berre, and about double that amount in Lake Etang de Vaine. Differences in phytoplankton abundance and composition at the various stations or at various depths are slight. Cell biovolume V (equivalent to true biomass), plasma volume VP (‘useful’ biomass) and, simultaneously. the cell surface area S and S/V ratio through the measurement of cell dimensions were computed as the parameters of phytoplankton productivity and metabolism. Pigment concentrations are generally very high on account of phytoplankton blooms by Cyanophyceae, Chlorophyceae and Cryptophyceae. On the other hand, in freshwaters and marine waters, pigment concentrations are comparatively low and stable, showing slight annual variation. The variations of ATP concentration were closely related to those of chlorophyll a and phytoplankton blooms only in marine waters. The carbon uptake rates ranged between 38 and 1091 mg$Cm^{-2}d^{-1}$, with an average surface value of 256 mg; water-column carbon-uptake rates ranged between 240 and 2310 mg$Cm^{-2}d^{-1}$, with an average of 810, representing 290 mg$Cm^{-2}$, per year 45 000 tons per year of photosynthetized carbon for the whole lake. Gross photosynthetic production measured by the method of Ryther was studied over a 2-year period. The values obtained from marine water(Carry-le-Rouet) ranged from 23 to 2 337 mg$Cm^{-2}d^{-1}$, with a weighted average of 319, representing about 110 gCm$^{-2}$ per year. The values in brakish water (Etang de Berre) ranged from 14 to 1778 mg$Cm^{-2}d^{-1}$, with a weighted average of 682, representing 250 mg$Cm^{-2}$ per year and 38 400 tons per year of photosynthesized carbon for the whole lake.

월악산국립공원 금수산 산림식생의 군집구조 (Community Structure of Forest Vegetation in Mt. Geumsusan belong to Woraksan National Park)

  • 김호진;신재권;이철호;윤충원
    • 한국환경생태학회지
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    • 제31권2호
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    • pp.202-219
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    • 2017
  • 본 연구는 금수산 일대의 군집구조를 파악하여 생태적 보전과 관리의 기초자료제공 목적으로 수행되었다. 2016년 6월부터 2016년 11월까지 식물사회학적으로 식생조사를 하였으며, 41개소의 방형구를 설정하여 식생유형분류, 중요치, 일치법을 적용하여 분석하였다. 산림식생 분석결과, 신갈나무군락군에서 군락단위로 층층나무군락, 밤나무군락(식생단위 3), 굴참나무군락(식생단위 4), 신갈나무전형군락(식생단위 5)으로 분류되었으며, 층층나무군락은 느릅나무군(식생단위 1)과 담쟁이덩굴군(식생단위 2)으로 세분되었다. 평균상대중요치는 식생단위 1에서 물푸레나무 14.9%, 산뽕나무 8.7%, 고로쇠나무 8.3% 순으로 나타났고, 식생단위 2는 일본잎갈나무 23.2%, 층층나무 20.1%, 담쟁이덩굴 6.5% 순으로 나타났다. 식생단위 3은 신갈나무 15.8%, 밤나무 13.4%, 물푸레나무 9.8% 순으로 나타났고, 식생단위 4는 신갈나무 26.6%, 굴참나무 20.8%, 소나무 16.6% 순으로 나타났으며, 식생단위 5는 신갈나무 48.3%, 쪽동백나무 7.5%, 물푸레나무 5.3% 순으로 나타났다. 일치법 분석의 결과로서 식생단위는 해발 700m, 경사 $20^{\circ}$, 지형은 사면중, 암석노출도 20%, 출현종수 30종, 교목층 식피율 80%, 교목층 수고 20m를 기준으로 분류되었다. 따라서 금수산 일대의 생태학적이고 지속가능한 산림식생관리를 위해서는 분류되어진 식생단위에 따라 차별화된 관리방법의 도출이 필요할 것으로 판단되었다.

지속가능한 건설폐기물 재활용 활성화제도 개선에 관한 연구 (A Study on the Institutional System for Efficient-Sustainable Recycling of Construction Wastes)

  • 박찬혁;정재춘
    • 유기물자원화
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    • 제12권1호
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    • pp.94-103
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    • 2004
  • 본 논문은 재건축 및 재개발 사업 등의 증가로 인해 건설폐기물 발생량이 지속적인 증가에 따른 국내의 건설폐기물 발생 및 건설현장에서의 처리 실태 및 선진 외국의 사례 등 관련 자료를 종합적으로 비교 검토 함으로서 보다 효율적인 건설 폐기물 재활용 촉진 및 관리 방안을 제시하고자 한다. 국내 건설폐기물 발생량은 1996년 1천만톤에서 2002년 4천 3백만톤으로 약 4배 증가하였으며, 그 중 콘크리트가 차지하는 비중이 60.4%를 차지하고 있는 것으로 밝혀졌다. 건설폐기물 처리 방법별로는 매립이 14.5%, 소각이 2.0%, 재활용이 83.4%등으로 나타났다. 따라서, 건설폐기물 적정처리 및 재활용 촉진을 위한 방안으로는 재활용 우수 업체에 대하여 인센티브의 강화와 재생골재 품질 기준 및 이물질 함유량 규정에 대한 개선이 시급한 실정이다. 또한, 중간처리 시설에 대한 재생골재의 시설 기준 강화 및 품질 인증 제도의 도입, 재생골재의 중간 유통 기지 건설과 마지막으로 건설폐기물 관련 법규 및 제도와 각종 지침에 대한 교육이 필수적이라 하겠다.

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