• Title/Summary/Keyword: stage-discharge relation

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Discharge estimation using index velocity method in the confluence of main river and tributary affected by backwater (상호 배수영향을 받는 본류와 지류의 합류부에서 지표유속법을 이용한 유량산정)

  • Hwang, Jae Sung;Cho, Sang Uk;Song, Jae Hyun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.438-438
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    • 2022
  • 본류와 지류가 만나는 하천의 합류부는 물의 흐름에 변화가 생겨 수면 변화가 상류에 미치는 배수현상이 나타난다. 또한 한강과 평창강이 만나는 영월 지역의 경우 각 유역 면적이 비슷하기 때문에 홍수 사상에 따라 상호 배수 영향을 주어 상류 수위에 영향을 준다. 그러므로 하천 유량을 산정하는 기존 방법인 수위-유량관계곡선(stage-discharge relation curve)을 이용한 환산 유량은 실제 측정 유량과 차이가 있다. 본 연구에서는 2021년 강우 사상에 따른 영월군(영월대교) 지점, 영월군(팔괴교) 지점 간 수위관측소 수위 비교, 각 지점의 수위관측소 수위와 유량관측소 수위 비교, 각 지점의 수위-지표유속관계를 분석하여 기간별 상호 배수 영향을 검토하였고, 연속적으로 유속을 직접 측정하여 얻은 유속과 평균유속 간의 관계를 이용한 지표유속법(index velocity method)의 적용을 검토하였다. 검토 결과 배수 영향 발생 시 지표유속법을 이용하여 산정된 유량과 수위-유량관계곡선식으로 산정된 유량 간의 차이가 발생하였고, 배수 영향 기간에는 지표유속법을 활용하여 유량을 산정하는 것이 타당한 것으로 분석되었다.

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Discharge estimation using surface velocity and index velocity method (표면유속과 지표유속법을 이용한 유량산정)

  • Lee, Sin Jae;Choi, Hong Yoon;Lee, Dae Young
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.273-273
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    • 2018
  • 하천유량을 산정하는 전통적인 방법은 수위-유량관계(stage-discharge relation)를 이용하는 것이며, 최근에는 하천특성에 따라 연속적으로 유속을 직접 측정하고 지표유속법(index velocity method) 또는 유속분포법(velocity profile method)을 이용하는 방법도 적용되고 있다. 연속으로 유속을 측정하는 방법에는 전자파 또는 영상이미지를 이용하여 표면유속을 측정하는 방법과 수중에 초음파 유속계를 설치하여 수중의 유속을 측정하는 방법이 있으며, 국내에서는 초음파 유속계를 이용하는 방법이 주로 활용되고 있다. 본 연구에서는 전자파표면유속계(MU2720)로 측정된 표면유속과 지표유속법을 이용하여 하천유량 산정방법을 검토하였다. 본 연구는 홍천강의 홍천군(반곡교)와 홍천군(홍천교), 한탄강의 철원군(한탄대교) 수위관측소에서 2016년도에 전자파표면유속계로 측정된 43개의 자료(평균유속 0.61~2.56m/s)를 이용하였다. 전자파표면유속계에 의한 유속측정은 한 지점에 고정하여 측정하지 않고 여러 개의 측선을 분할하여 표면유속을 측정하였으며, 단면 평균유속(Vm)과 가장 상관성이 높은 측선(지점)의 유속을 지표유속으로 하여 지표유속(vi)과 평균유속과의 관계식을 작성하고, 이를 통해 유량을 산정하였다. 여기서 평균유속은 전자파표면유속계로 측정한 유속을 이용하여 산정한 값이다. 그 결과 지표유속과 평균유속관계식의 결정계수($R^2$)는 0.9874~0.9976이었으며, 측정 평균유속과 지표유속관계식으로 산정된 평균유속과의 평균 편차율은 2.26~3.80%로 표면유속과 지표유속법을 이용한 유량산정 방법의 적정성을 확인할 수 있었다. 따라서 현재 국내에서 자동유량측정시스템에 초음파유속계만 상용화되고 있으나 향후에는 하천특성에 따라 전자파표면유속계를 이용하는 방법도 고려해 볼 필요가 있을 것으로 판단된다.

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Investigation on the Stage-Discharge Relation in Inclined Spiral Intake (나선식 종경사형 유입구 수위 유량 수위-관계 검토)

  • Rhee, Dong-Sop;Kim, Chang-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1809-1812
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    • 2008
  • 지하방수로는 도시의 지하에 대규모 수로 터널을 시공하여, 도시 지역에 발생한 집중 호우를 초기에 배제하여 제내지 침수 피해를 줄이는 목적으로 사용되는 대표적인 구조적 홍수 피해 경감 대책이다. 효과적으로 침수 피해를 줄일 수 있을 뿐만 아니라, 특히 지하에 설치되어 토지 수용에 대한 부담이 줄어들기 때문에 일본 등지에서 최근 주요 홍수 방어 대책으로 활용되고 있다. 지하방수로 유입부는 크게 접근수로, 유입구, 수직 갱도(vertical shaft)로 구분되며, 접근 수로를 통하여 유입된 흐름은 유입구를 통하여 가속된 후 수직 갱도로 유입되게 된다. 따라서 지하방수로의 배제 능력을 평가하기위해서는 유입구에서의 유량 및 흐름 특성을 정확히 평가하는 것이 매우 중요하다. 나선식 종경사형 유입구(inclined spiral intake)는 지하방수로 유입구 중 가장 일반적으로 사용되는 형식으로 나선식 유입구의 한 형태로 유입구의 외측 또는 중앙선을 따라서 일정한 경사를 주어 사류 유입 흐름을 유도함으로서 유량 배제 효율을 높인 형태이다. 나선식 종경사형 유입구도 일반적인 나선식 유입구와 마찬가지로 접근수로 수위를 측정하여 유입량을 예측할 수 있다. 본 연구에서는 수리 모형 실험을 통하여 나선식 종경사형 유입구에 대한 수위-유입량 관계를 검토하였다. 평탄한 입구를 가지는 안내벽이 있는 형식의 유입구 모형을 이용하여 수위-유입량 관계를 검토하였다.

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Consideration of the Stage-Discharge Relation in Spiral Intake (나선식 유입구 수위-유량 관계 검토)

  • Rhee, Dong-Sop;Kim, Chang-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.894-898
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    • 2007
  • 지하방수로는 도시의 지하에 대규모 수로 터널을 시공하여, 도시 지역에 발생한 집중 호우를 초기에 배제하여 제내지 침수 피해를 줄이는 목적으로 사용되는 대표적인 구조적 홍수 피해 경감 대책이다. 효과적으로 침수피해를 줄일 수 있을 뿐만 아니라, 특히 지하에 설치되어 토지 수용에 대한 부담이 줄어들기 때문에 일본 등지에서 최근 주요 홍수 방어 대책으로 활용되고 있다. 지하방수로 유입부는 크게 접근수로, 유입구, 수직 갱도(vertical shaft)로 구분되며, 접근 수로를 통하여 유입된 흐름은 유입구를 통하여 가속된 후 수직 갱도로 유입되게 된다. 따라서 지하방수로의 배제 능력을 평가하기위해서는 유입구에서의 유량 및 흐름 특성을 정확히 평가하는 것이 매우 중요하다. 나선식 유입구(spiral intake)는 지하방수로 유입구 중 가장 일반적으로 사용되는 형식으로 일반적으로 접근수로 수위를 측정하여 유입량을 예측할 수 있다. 본 연구에서는 수리 모형 실험을 통하여 나선식 유입구에 대한 수위-유입량 관계를 검토하였다. 평탄한 입구를 가지는 안내벽이 있는 형식의 나선식 유입구 모형을 이용하여 수위-유입량 관계를 검토하였다. 또한 측정된 수위 및 유입량을 바탕으로 기존 연구자들이 제시한 안내벽이 없는 형식의 나선식 유입구에 대한 수위-유입량 관계와 비교 검토하였다. 검토 결과 안내벽이 있는 형식의 나선식 유입구는 안내벽이 없는 경우에 비하여 유량 배제 효율이 떨어지는 것으로 나타났다.

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The Literatual Study on Pathologic Change Cognition to the Liver Disease (간장의 병리변화 인식에 대한 문헌적 고찰)

  • Lee Young Su;Kwack Jeong Jin;Lee Gang Nyoung;Choi Chang Won;Kim Hee Chul
    • Journal of Physiology & Pathology in Korean Medicine
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    • v.16 no.4
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    • pp.630-636
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    • 2002
  • After The Yellow Emperor's Canon of Internal Medicine, The text researches of pathologic change to the liver disease concluded the next, 1, The category of liver-disease(肝病) include the Symptoms of abnormality due to vital energy and blood motion, emotion and intention, muscular and reproductive function, and legions around descending liver channel. 2. In the theory that Liver-Yang energy(肝陽氣) is always overproducing, Liver-Yin blood(肝陰血) is always lacking, pathologic characteristics for liver disease is functional change of malfunction of the use of body(體用失調), So nourishing the liver and kidney is used for the principal aspects of a disease. regulating and calm the liver is used for the secondary aspects of a disease as the treatment plan, 3. If malfunctioning of the functions of dispersion and discharge(疏泄), Iiver-energy(肝氣) is becoming degected, So overproduct and overflow of ascent and exhalation of liver-yang(肝陽) is becoming blood are ascending following energy. complete usage of Yin-blood(陰血) is responsible for some kinds of mass formed by blood stasis in the early stage of pathogenesis of liver disease syndrome of the energy system as the progession of disease extravasated blood is forming. the pathologic characteristics is appeared loss of control of the vital energy and blood(體用失調) at the liver disease. 4. Sthenia-syndrome of liver(肝實證) and liver-heat syndrome(肝熱證) is appered that overproducing and overflow of dispersion(疏泄太過) and discharge is responsible for overfunctioning of liver disease or some kinds of heat syndrome such as liver fire(肝火), Sthenia of liver-yang(肝陽上亢), the syndromes of sthenic liver heat(肝實熱) are appered. deficiency of the liver(肝虛證) and cold syndrome of liver(肝寒證) is classified pathologic characteristics of cold and heat, deficiency and excess that regression of sensory, motor, mental due to lack of dispersion and discharge(疏泄不及), or intruding of the cold miasma, are degected. 5. The liver is close relation of physiologic function and internal organ such as spleen, stomach, lung, heart, kidney, gall bladder by the meridian channels, because of property of wind Zang, rapid progession is classified by phthologic charateristics.

An Operations Study on a Home Health Nursing Demonstration Program for the Patients Discharged with Chronic Residual Health Care Problems (추후관리가 필요한 만성질환 퇴원환자 가정간호 시범사업 운영 연구)

  • 홍여신;이은옥;이소우;김매자;홍경자;서문자;이영자;박정호;송미순
    • Journal of Korean Academy of Nursing
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    • v.20 no.2
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    • pp.227-248
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    • 1990
  • The study was conceived in relation to a concern over the growing gap between the needs of chronic patients and the availability of care from the current health care system in Korea. Patients with agonizing chronic pain, discomfort, despair and disability are left with helplessly unprepared families with little help from the acute care oriented health care system after discharge from hospital. There is a great need for the development of an alternative means of quality care that is economically feasible and culturally adaptible to our society. Thus, the study was designed to demonstrate the effectiveness of home heath care as an alternative to bridge the existing gap between the patients' needs and the current practice of health care. The study specifically purports to test the effects of home care on health expenditure, readmission, job retention, compliance to health care regime, general conditions, complications, and self-care knowledge and practices. The study was guided by the operations research method advocated by the Primary Health Care Operations Research Institute(PRICOR) which constitutes 3 stages of research : namely, problem analysis solution development, and solution validation. The first step in the operations research was field preparation to develop the necessary consensus and cooperation. This was done through the formation of a consulting body at the hospital and a steering committee among the researchers. For the stage of problem analysis, the Annual Report of Seoul National University Hospital and the patients records for last 5 years were reviewed and selective patient interviews were conducted to find out the magnitude of chronic health problems and areas of unmect health care needs to finally decide on the kinds of health problems to study. On the basis of problem analysis, the solution development stage was devoted to home care program development asa solution alternative. Assessment tools, teaching guidelines and care protocols were developed and tested for their validity. The final stage was the stage of experimentation and evaluation. Patients with liver diseases, hemiplegic and diabetic conditions were selected as study samples. Discharge evaluation, follow up home care, measurement and evaluation were carried out according to the protocols of care and measurement plan for each patient for the period of 6 months after discharge. The study was carried out for the period from Jan. 1987 to Dec. 1989. The following are the results of the study presented according to the hypotheses set forth for the study ; 1. Total expenditures for the period of study were not reduced for the experimental group, however, since the cost per hospital visit is about 4 times as great as the cost per home visit, the effect of cost saving by home care will become a reality as home care replaces part of the hospital visits. 2. The effect on the rate of readmission and job retention was found to be statistically nonsignificant though the number of readmission was less among the experimental group receiving home care. 3. The effect on compliance to the health care regime was found to be statistically significant at the 5% level for hepatopathic and diabetic patients. 4. Education on diet, rest and excise, and medication through home care had an effect on improved liver function test scores, prevention of complications and self - care knowledge in hepatopathic patients at a statistically significant level. 5. In hemiplegic patient, home care had an effect on increased grasping power at a significant level. However. there was no significant difference between the experimental and control groups in the level of compliane, prevention of complications or in self-care practices. 6. In diabetic patients, there was no difference between the experimental and control groups in scores of laboratory tests, appearance of complications, and self-care knowledge or self -care practices. The above findings indicate that a home care program instituted for such short term as 6 months period could not totally demonstrate its effectiveness at a statistically significant level by quantitative analysis however, what was shown in part in this analysis, and in the continuous consultation sought by those who had been in the experimental group, is that home health care has a great potential in retarding or preventing pathological progress, facilitating rehabilitative and productive life, and improving quality of life by adding comfort, confidence and strength to patients and their families. For the further studies of this kind with chronic patients it is recommended that a sample of newly diagnosed patients be followed up for a longer period of time with more frequent observations to demonstrate a more dear- cut picture of the effectiveness of home care.

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Investigation on the Stage-Discharge Relation in Inclined Spiral Intake for the Various Inclination (유입구 경사 변화에 따른 나선식 종경사형 유입구 수위-유량 관계 검토)

  • Rhee, Dong-Sop;Kim, Chang-Wan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.1903-1907
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    • 2009
  • 최근 도입 필요성이 계속하여 높아지고 있는 지하방수로 유입구로는 유입구 효율과 성능으로 인하여 와류식 유입구가 많이 적용되고 있다. 그 중 나선식 유입구(spiral intake)는 가장 일반적으로 사용되는 형식으로 초기에 활용되었던 원형 유입구(circular intake)를 대신하여 사용되는 형식이다. 형태적인 복잡성에 도 불구하고 형식상의 특성으로 인하여 와류(vortex)를 안정적으로 형성시키기 때문에 많이 사용되고 있다. 나선식 지하방수로 유입구가 사용되는 가장 큰 이유는 유입구 내부에서도 수위가 안정적으로 유지되며, 유입 유량에 따른 수위의 변화가 다른 유입구 형식에 비하여 비교적 안정적으로 예측 가능하기 때문이며, 만약 지하방수로 유입구 내부에서 수위가 안정적으로 유지되지 못하고 도수 현상 등에 의한 수위 상승 현상 등이 발생하는 경우 지하방수로 내부로 안정적으로 유량을 배제하는 것이 어려워지고, 또한 도수 현상이 발생하는 동안 과도한 유량이 유입될 경우 다시 본류로 흐름이 역류할 가능성도 생각할 수 있다. 따라서 유입구 형상에 따른 수위의 변화를 정확히 예측하는 것이 매우 중요해 진다. 본 연구에서 검토될 나선식 종경사형 유입구(inclined spiral intake)는 일정한 바닥 경사를 도입하여 사류 흐름을 보다 안정적으로 가속시켜 유입구 내부에서의 도수 현상을 방지하는 형식으로 유입구 바닥의 외측 또는 중앙선을 따라서 일정한 경사를 주어 사류 유입 흐름을 안정적으로 유도함으로서 유량 배제 효율을 높인 형태라 할 수 있다. 본 연구에서는 유입구 외측을 기준으로 일정한 경사(5.0 %, 7.5 %, 10.0%, 12.5%)를 가진 나선식 종경사형 유입구 모형을 제작하여 유입 유량 변화에 따른 유입구 내부에서 수위-유량관계를 확인하였다

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Reproduce of Loop Stage-Discharge Relation by Index Velocity Method (유속지수법을 이용한 고리형 수위-유량관계 재현)

  • Kim, Yong-Jeon;Lee, Chan-Joo;Kwon, Sung-Il;Kim, Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.467-471
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    • 2010
  • 유속지수법(index velocity method)은 수위-유량관계에 유속을 추가적인 지수로 이용하는 방법이며 현재 자동유량측정 방법으로 널리 사용되고 있는 기법이다. 유속지수법에 많이 사용되는 측정 장비는 초음파유량계와 Acoustic Doppler Velocity Meter(ADVM) 등으로 모두 연속적인 수위와 유속을 측정하여 시계열 유량 자료를 생산하기 때문에 고리형 수위-유량관계의 재현이 가능하다. 기존의 연구에서 유속지수법은 괴산댐 하류에 적용되어 댐 방류량대비 평균 7%의 상대오차를 보였고, 시간에 따른 오차 발생이 적어 수위-유량관계에 비해 효율적으로 나타났다. 하지만 댐방류량에 의해 영향받는 구간에서는 고리형 수위-유량관계 재현에 한계를 나타냈다. 따라서 본 연구에서는 일반 자연하천인 임진강 적성지점에 ADVM을 설치하였고, 수위-단면적 관계와 평균유속($V_m$)-지표유속($V_i$) 관계를 수립하여 유속지수법에 의한 시계열 유량자료를 산정하였다. 산정된 유량자료는 측정 유량과 비교하여 정확도를 분석하였고, 시계열 유량 자료로부터 고리형 수위-유량관계를 재현하였다. 2009년 6월부터 9월까지 운영된 ADVM 자료로부터 산정된 유속지수법 최대 유량은 $10,491m^3/s$였으며, 총 18회의 실측 유량과 비교한 유속지수법 유량은 평균 7%의 상대오차를 나타냈다. 시계열 자료로부터 재현된 고리형 수위-유량관계는 임진강 적성지점의 경우 수위관측소 수위 10m, 유량 $2,000m^3/s$부터 발생하였다. 2009년 8월 11일 첨두유량 $8,000m^3/s$홍수 사상에서 발생한 고리형 수위-유량관계의 경우 수위 14m에서 $1,230m^3/s$의 유량차이를 보였고, 동일한 유량 $6,000m^3/s$에서 1.2m의 수위차이를 보였다. 2009년 8월 26일 첨두유량 $10,000m^3/s$에서 발생한 고리형 수위-유량관계에서도 마찬가지로 수위 16m에서 $1,670m^3/s$의 유량차, 유량 $8,000m^3/s$에서 수위 1.3m의 차이를 나타냈다. 이와 같이 유속지수법은 기존의 수위-유량관계가 가지는 한계점을 보완하여 고리형 수위-유량관계 재현이 가능하기 때문에 보다 정확한 유량 산정이 가능할 것으로 판단된다.

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'Clinical Observation on the 290 cases of Cerebrovascular Accident' (뇌졸중환자(腦卒中患者) 290례(例)에 대(對)한 임상(臨床) 고찰(考察) (III))

  • Kang, Kwan-Ho;Jun, Chan-Yong;Park, Chong-Hyeong
    • The Journal of Korean Medicine
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    • v.18 no.2
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    • pp.223-244
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    • 1997
  • Clinical observation was done on 290 cases of patients who were diagnosed as CVA with brain CT, TCD, MRI scan and clinical observation. They were hospitalized in the oriental medical hospital of Kyung-Won University from 1st January to 31st December in 1996. 1. The cases were classified into the following kinds : cerebral infarction, cerebral hemorrhage, and transient ischemic attack. The most case of them was the cerebr진 infarction. 2. There is no significant difference in the frequency of strokes in male and female. And the frequency of strokes was highest in the aged over 50. 3. In cerebral infarction the most frequent lesion was the territory of middle cerebral artery, and in cerebral hemorrhage the most frequent lesion was the basal ganglia. 4. The most ordinary preceding disease was hypertension, and the next was diabetes. 5. The rate of recurrence was high in cerebral infarction. 6. The frequency of strokes seems to have no relation to the season. 7. The cerebral infarction occurred usually in resting and sleeping, and the cerebral hemorrhage in acting. 8. The course of entering hospital, most patients visited this hospital as soon as CVA occurred. And the half of patient visited this hospital within 2 days after CVA attack. 9. In the cases of patients who were unconscious at the admission, the prognosis was worse than that of the alert patients. 10. The common symptoms were motor disability and verbal disturbance. 11. The average duration of hospitalization was 27.4 days, and in case of cerebral hemorrhage the duration was prolonged. 12. The average time to start physical therapy was 13.3rd day after stroke in cerebral infarction and it was 19.9th day after stroke in cerebral hemorrhage. 13. The common complications were urinary tract infection, pneumonia, myocardial infarction and so on. 15. At the time of entering hospital, in most cases the blood pressure was high, but blood pressure was well controlled at the time of discharge. 16. Generally reported, hypercholesterolemia and hypertriglyceridemia are usually found in cerebral infarction. But in this study, they were found more frequently in cerebral hemorrhage than in infarction. 17, In the most cases, western and oriental medical treatments were given simultaneously. 18. In acute or subacute stage, the methods of smoothening the flow of KI(順氣), dispelling phlegm(祛痰), clearing away heat(淸熱) or purgation(瀉下) were frequently used. And in recovering stage, the methods of replenishing KI(補氣), tonifying the blood(補血) or tranquilization(安神) were frequently used.

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Calculation of Unit Hydrograph from Discharge Curve, Determination of Sluice Dimension and Tidal Computation for Determination of the Closure curve (단위유량도와 비수갑문 단면 및 방조제 축조곡선 결정을 위한 조속계산)

  • 최귀열
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.7 no.1
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    • pp.861-876
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    • 1965
  • During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula $h= \frac{V^2}{2g}$ and must be equal to the velocity detertnined from the current. If there is a difference in velocity, a new estimate of the inner water level must be made and entire procedure should be repeated. When the higher water level is equal to or more than 2/3 times the difference between the lower water level and the crest of the dam, we speak of a "free weir." The flow over the weir is then dependent upon the higher water level and not on the difference between high and low water levels. When the weir is "submerged", that is, the higher water level is less than 2/3 times the difference between the lower water and the crest of the dam, the difference between the high and low levels being decisive. The free weir normally occurs first during ebb, and is due to. the fact that mean level in the estuary is higher than the mean level of . the tide in building dams with barges the maximum velocity in the closing gap may not be more than 3m/sec. As the maximum velocities are higher than this limit we must use other construction methods in closing the gap. This can be done by dump-cars from each side or by using a cable way.e or by using a cable way.

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