• Title/Summary/Keyword: RESERVOIR

검색결과 3,706건 처리시간 0.025초

심한 저산소혈증 환자에서 기관지폐포세척술 시 안면마스크를 이용한 지속성 기도양압의 유용성 (Continuous Positive Airway Pressure during Bronchoalveolar Lavage in Patients with Severe Hypoxemia)

  • 안창혁;임성용;서지영;박계영;박정웅;정성환;임시영;위미숙;고원중;정만표;김호중;권오정
    • Tuberculosis and Respiratory Diseases
    • /
    • 제54권1호
    • /
    • pp.71-79
    • /
    • 2003
  • 연구배경 : 원인 미상의 미만성 폐침윤이 있는 경우, 기관지폐포세척술(bronchoalveolar lavage; BAL)이 진단에 유용하나, 심한 저산소혈증이 있는 환자에서는 수기 중 저산소혈증의 악화에 대한 우려로 BAL을 시행하지 못하거나 기관내삽관 후 시행하는 경우가 많다. 이에 저자들은 심한 저산소혈증 환자에서 BAL 시행 시 안면마스크를 통한 지속성 기도양압(continuous positive airway pressure; CPAP)을 시행하여, 이 방법의 유용성 및 안정성을 평가하기 위해서 본 연구를 시행하였다. 방법 : 2001년 1월 2000년 8월까지 삼성서울병원에 입원한 환자 중, 진단적 BAL이 필요하면서 심한 저산소혈증(안면마스크로 산소 10 L/min 공급 시 $PaO_2/F_IO_2\;ratio{\leq}200$)이 있는 환자들을 대상으로 하였다. 기존의 인공호흡기와 안면마스크를 이용하여 흡입산소분율 1.0로 CPAP $5{\sim}6cmH_2O$를 BAL 시행 10분 전부터 BAL 종료 30분 후까지 적용하였다. 기관지내시경은 T-튜브를 통해 구강으로 삽입하여 통상적인 방법으로 BAL을 시행하였다. 수기 전, 직후, 수기 후 30분, 90분과 24시간에 여러 생리학적 지표와 가스교환지표들을 측정하였다. 결과 : (1) 총 7명(남:여=4:3)의 환자를 대상으로 하였으며 연령 중앙값은 56세였다. (2) CPAP 적용 전 $PaO_2$$78{\pm}16mmHg$였으며 CPAP 적용 후 $269{\pm}116mmHg$으로 유의하게 증가하였으며(p=0.018) BAL시행 후와 30분 후 $PaO_2$의 유의한 감소는 관찰되지 않았다. 수기 중 $SpO_2$가 90% 미만으로 감소한 환자는 한 명도 없었다. (3) 수기 직후 $PaCO_2$의 유의한 증가, pH의 유의한 감소가 관찰되었으나 수기 후 30분만에 회복되었다. (5) 시행 중 출혈, 기흉, 감염, 혈역학적 합병증은 발생하지 않았으며, 세명의 환자(43%)에서 수기와 무관하게 기저 질환의 진행으로 기관내삽관을 필요로 하였다. 결론 : 심한 저산소혈증 환자에서 안면마스크를 이용한 CPAP을 적용하여 BAL을 시행하면, 수기 시 저산소혈증의 위험 없이 안전하게 검사를 시행할 수 있을 것으로 사료된다.

산지형 도시근린공원의 배수시설 특성 - 서울시 배봉산공원과 오금공원을 사례로 - (A Study on Drainage Facilities in Mountainous Urban Neighborhood Parks - The Cases of Baebongsan Park and Ogeum Park in Seoul -)

  • 이상석
    • 한국조경학회지
    • /
    • 제38권5호
    • /
    • pp.80-92
    • /
    • 2010
  • 본 연구는 서울시에 있는 산지형 도시근린공원을 대상으로 하여 배수시설의 특성을 밝히는 것이다. 구체적으로는 배수현황, 우수유출량, 배수유출량,그리고 배수시설용량을 산출하고, 우수유출량과 배수유출량을 비교분석을 위해 배수유출량계수를 산출하고 배수시설의 설치규모를 분석하고자 배수시설용량계수를 도출하여 배수구역 및 공원별로 비교분석 하였다. 본 연구의 주요 결과는 다음과 같다. 1. 배봉산공원의 전체배수면적은 34.13ha로서 배수유형별로는 표면배수구역 15.05ha(44.09%), 개수로배수구역 14.60ha(42.78%), 자연수로배수구역 4.48ha(13.13%)를 차지하고 있어, 상대적으로 표면배수구역이 넓어 자연상태의 표면유출이 많았다. 한편, 오금공원의 전체배수면적은 20.39ha로서 표면배수구역 2.52ha(12.36%), 자연수로배수구역 0.56ha(2.75%), 개수로배수구역 10.14ha(49.73%), 산마루측구배수구역 7.17ha(35.16%)를 차지하고 있어 상대적으로 인공적인 배수시설구역이 높게 나타났다. 2. 배봉산공원의 총우수유출량은 $7.28m^3/s$로서 배수구역별 우수유출량 평균은 $0.23m^3/s$이며, 각 배수구역은 규모가 크고 길어서 우수유출거리가 크게 나타났다. 한편, 오금공원의 총우수유출량은 $4.37m^3/s$로서 배수구역별 우수유출량 평균은 $0.12m^3/s$으로 배봉산공원에 비해 절반 정도로 나타났으며, 지형의 기복이 뚜렷하지 않고 배수시설이 많아 배수구역이 작게 세분되었다. 3. 배봉산공원에 개수로가 설치된 배수구역의 전체 배수유출량은 $11.58m^3/s$이고, 배수구역별 평균배수유출량은 $0.77m^3/s$, 평균배수유출량계수는 5.26이었다. 한편, 오금공원은 전체 배수유출량은 $15.40m^3/s$이고, 배수구역별 평균배수유출량은 $0.34m^3/s$, 평균 배수유출량계수는 8.87로 나타났다. 배봉산공원은 배수구역별로 개수로의 규모와 경사 등이 커서 상대적으로 평균 배수유출량이 높게 나타났지만, 배수유출량계수는 배수구역별 우수유출량이 적은 오금공원 보다 상대적으로 낮게 나타났다. 4. 배봉산공원의 전체 배수시설용량은 $554.54m^3$로서, 배수시설용량계수는 평균 179.83으로 나타났다. 한편, 오금공원은 전체 배수시설용량은 $717.74m^3$로서, 배수시설용량계수는 평균 339.69로 나타났다. 오금공원이 배수시설용량계수가 훨씬 높게 나타나 상대적으로 오금공원에서 배수유역별로 설치된 배수시설의 총량이 많으며, 집약적으로 설치된 것임을 의미한다. 본 연구에서는 자연적이고 조방적인 배수체계로 조성된 배봉산공원과 인공적이고 집약적인 배수체계로 조성된 오금공원을 대상으로 하여 배수유출량계수와 배수시설용량계수를 산정하여 비교분석함으로써 산지형 도시공원의 배수시설의 특성을 규명하였으며, 향후 공원의 배수유출량과 배수시설용량을 비교분석하기 위한 방법론을 제시하였다. 본 결과는 도시공원의 배수시설 계획 및 설계와 우수의 저류 및 생태적 가치를 증진시키는 친환경적인 배수체계를 구축하는 자료로 활용할 수 있다. 도시공원의 배수시설 특성은 지형 및 경사, 식생, 배수유형 등에 영향을 받게 되어 공원에 따라 그 결과가 달라질 수 있으므로 향후 더욱 많은 공원을 대상으로 한 연구와 공원에서 우수를 저류하고, 생태적 가치를 증진시키는 친환경적인 배수체계 및 방법에 관한 연구가 필요하다.

축제용흙의 함수비 변화에 의한 다짐율 및 수용계수 변화에 관한 연구 (A study of compaction ratio and permeability of soil with different water content)

  • 윤충섭
    • 한국농공학회지
    • /
    • 제13권4호
    • /
    • pp.2456-2470
    • /
    • 1971
  • 수수자원(水水資源) 개발(開發)을 위(爲)한 Earth Dam이나 도로(道路)와 같은 흙을 주(主)로하는 많은 구조물축조(構造物築造)에 있어서 그 구조물성질(構造物性質)에 따라서 흙의 종류(種類)가 결정(決定)되며 때로는 흙의 성질(性質)에 따라서 구조물(構造物)의 설계(設計)가 달라진다. 특(特)히 저수(貯水)를 목적(目的)으로 하는 제당축조(堤塘築造)에서 중심점토재료(中心粘土材料)의 선정(選定)은 완전(完全)한 구조물(構造物)을 위(爲)해서 또 공사비(工事費) 절감(節減)을 위(爲)해서 대단(大端)히 중요(重要)한 문제(問題)라 하겠다. 이를 위해서 여러종류(種類)의 흙이 사용(使用)되고 있고 이들 흙의 제반(諸般) 역학적(力學的) 성질(性質)이 이미 실시(實施)된 많은 시험결과(試驗結果)로서 실제(實際) 설계(設計)에, 또 구조물(構造物) 안전도(安全度) 검토(檢討)에 응용(應用)되고 있으나 이들 결과(結果)는 그 흙의 최적함수비(最適含水比) 최대밀도(最大密度)에 대(對)한 것으로 실제(實際) 시공과정(施工過程)에서 볼 때 최과함수상태하(最過含水狀態下)에서 시공(施工)하기는 어려운 것으로 이런 경우(境遇)에 흙의 역학적성질(力學的性質)에 대(對)한 자료(資料)가 없어 설계(設計) 및 안전도(安全度) 검토(檢討)에 지장(支障)이 많은바 이를 위해서 본(本) 시험(試驗)을 실시(實施)하였다. 1. 시험(試驗)에 사용(使用)한 시료(試料)는 실제(實際) 저수지(貯水池) 축제재료(築提材料)로서 사용(使用)하고 있는 재료(材料)를 현장(現場)에서 채취(採取)하였다. 2. 본(本) 시험(試驗)은 농업진흥공사(農業振興公社) 농공시험소(農工試驗所)에서 실시(實施)하였다. 3. 본(本) 시험(試驗) 결과(結果)로서 다음과 같은 점(點)을 실제업무(實際業務)에 응용(應用)할 수 있다. 가. 현장함수비(現場含水比)를 알므로서 공사재료(工事材料)로서의 적부판단(適否判斷)을 내릴수 있다. 나. 함수비(含水比)가 변화시(變化時) 다짐율(率)과 투수계수(透水係數)를 알 수 있으므로 실제설계(實際設計) 및 시공관리(施工管理)에 적용(適用)할수 있다. 다. 시공(施工)된 구조물(構造物)의 다짐율(率)을 알므로서 이에 적합(適合)한 안정도검토(安定度檢討)를 할수 있다. 라. 도로(道路)와 같은 높은 지내력(支耐力)을 요(要)하는 구조물(構造物)을 위(爲)해서는 최적함수비(最適含水比) 내지 건조상태(乾燥狀態)가 좋고 저수지(貯水池)와 같은 지수(止水)를 요(要)하는 구조물(構造物)에서는 최적함수비(最適含水比) 내지 습윤상태(濕潤狀態)로 시공(施工)함이 좋다. 그러나 고소성(高塑性) 흙에서는 지내력(支耐力) 및 지수(止水)를 위해서 공(共)히 후자(後者)의 경우(境遇)가 좋다. 이상(以上)의 연구결과(硏究結果)가 완벽(完璧)하다고는 할수 없으나 본(本) 실험(實驗) 결과(結果)로서 함수비(含水比) 변화(變化)에 대(對)한 제반(諸般) 역학적(力學的) 성질(性質)의 변화상태(變化狀態)를 구(求)하기에 최선(最善)을 하였으므로 이 분야(分野)의 연구자(硏究者)나 설계자(設計者) 또는 시공자(施工者)와 같은 실무자(實務者)에게 다소(多少)의 도움이 된다면 큰영광(榮光)으로 생각 하겠다.

  • PDF

간흡충증(肝吸虫症)의 역학(疫學) - I. 고도유행지(高度流行地) 김해지방(金海地方)에 있어서의 간흡충감염(肝吸虫感染)의 현황(現況)과 자연추이(自然推移) (Epidemiological Studies of Clonorchiasis. - I. Current Status and Natural Transition of the Endemicity of Clonorchis sinensis in Gimhae Gun and Delta, a High Endemic area in Korea)

  • 김동찬;이온영;이종수;안장수;장영미;손성창;문익상
    • 농촌의학ㆍ지역보건
    • /
    • 제8권1호
    • /
    • pp.44-65
    • /
    • 1983
  • As a part of the epidemiological studies of clonorchiasis, this study was conducted to evaluate the current endemicity and the natural transition of the Clonorchis infection in Gimhae Gun and delta area a high endemic area in Korea in recent years, prior to the introduction of praziquantel which will eventually influence the status of the prevalence. The data obtained in this study in 1983 were evaluated for natural transition of the infection in comparison with those obtained 16 years ago in 1967 by the author(Kim, 1974). The areas of investigation, villages and schools surveyed, methods and techniques used in this study were the same as in 1967, except for the contents of the questionnaire for raw freshwater fish consumption by the local inhabitants. 1) The prevalence rate of clonorchiasis in the general population of the villages was 48.1% on the average out of a total of 484 persons examined. The average of those of the riverside-delta area was 65.2% and 43.0% in the inland area. Among the schoolchildren, the prevalence rate was 8.2% on the average out of a total of 1,423 examined. By area, the prevalence rate was 10.8% in the riverside delta area and 2.8% in the inland area. By sex, difference in the prevalence was seen only in the inhabitants of the inland area showing 52.4% in the male and 33.5% in the female. 2) In the natural transition of the infection, the prevalence rate among the inhabitants has decreased from 68.8% in 1967 to 48.1% in 1983, and in the schoolchildren from 56.4% in 1967 to 8.2% in 1983. The reduction rate was higher in the riverside-delta area than in the inland area. 3) In the prevalence rate by age, 11.9% was first seen in the 5-9 age group and the rate gradually increased up to 75.0% in the 50-59 age group. By sex, the rate was higher in the male than in the female in the 20-29 age group and over. 4) In the natural transition of the prevalence rate by age, the reduction rate of the infection during the past 16 years was greater in the younger age groups up to the 40-49 age group and reached the same level in the age group 50-59. Reduction was seen again in the age group over 60s. By sex, the reduction rate was greater in the female than in the male in the 20-29 age group and over. By area, the reduction rate was greater in the riverside delta area than in the inland area, particularly in the young age groups. 5) In the intensity of the infection among the cases, the mean egg out-put per mg feces per infected cases(EPmg) in the inhabitants was 6.3. EPmg of those of the river-side-delta area was 15.4 and that of the in-land was 2.8. On the other hand, in the schoolchildren, EPmg was 3.2, and no difference was seen between the two areas, the river-side-delta area and the inland area. 6) In the transition of the intensity of the infection by area, EPmg among the inhabitants inexplically increased from 7.8 in 1967 to 15.4 in 1983. This was probably caused by uneven specimen collection in the process of sampling the population. EPmg of the inhabitants in the inland area and those of the schoolchildren of both riverside delta and inland areas showed a similar decrease in the past 16 years. 7) The intensity of the infection by age showed a relatively low level in the 20-29 age group and below, and EPmg 5.1-9.5 was seen in the 30-39 age group and over. Sex, Epmg was 5.8 in the male and 4.7 the female. By in 8) In the transition of the intensity of the infection, EPmg decreased from 6.2 in 1967 to 5.4 in 1983. By age, in contrast to the figures of 1967 in which EPmg gradually increased with some fluctuation from 1.1 in the 0-4 age group to peak 10.5 in the 50-59 age group, in 1983 lower intensity of the infection was seen in the age group from 10-14 to 20-29 with the EPmg range of 0.6-2.7. 9) In the distribution of the clonorchiasis cases by the range of EPmg value, 43.2% of the cases were in 0.1 0.9 and 34.6% in 1.0-4.9. As a whole by cumulative percent, 44.6% of them were under 0.9 as light infection and 86.1% of them under 9.9 up to moderate infection. By sex, no difference was seen in Epmg. 10) In the transition of the distribution by the range of Epmg, the cases were distributed up to the range 80.0-99.9 in 1967 and to 60.0-79.9 in 1983. By cumulative percent, in the range of 0.1-0.9 and less, light infection, 34.3% of them were distributed in 1967 and 44.6% in 1983 with about 10% increase. In the range of 5.0-9.9 and less, up to moderate infection, 83.2% in 1967 and 86.1% in 1983 of the cases were seen, respectively. 11) The practice of raw freshwater fish consumption among the inhabitants seems to have decreased in recent years. Those who admitted to raw freshwater fish consumption in the last two years among the infected inhabitants were 59.3%, although 86.8% of them professed to have experience with raw freshwater fish consumption. 31.7% of those who have had experience of the raw freshwater fish consumption denied any further consumption in recent years. From an interview of 543 school-children, 24.1% of them admitted to an experience of raw freshwater fish consumption. However, those who have practised in the past two years comprized 17.9%. Those who denied raw freshwater fish consumption in recent years among those who had such experience were 26.0% out of 131 interviewed. The rate of raw freshwater fish consumption in both inhabitants and schoolchildren were higher in the male than in the female. On the contrary, the rate of those who did not practise in recent years among those who had experience of raw freshwater fish consumption was higher in the female than in the male. 12) The major reason for the reduction of raw freshwater fish consumption among the local inhabitants was the risk of the fluke infection. However, it has become apparent that such change of taste has resulted from water pollution impact which has affected throughout the areas of the freshwater systems in this locality since last several years. 13) In animal survey, Clonorchis infection was seen in 14.8% of 88 dogs examined and 3.7% of 27 house rats examined. It was noted that populations of dogs and cats have increased in the villages surveyed. Although the prevalence rate was lower in the present survey than those of 1967, the significance of the animals as the reservoir host has not changed. 14) Prevalence rate of Clonorchis infection by cercariae in the first intermediate host, Parafossarulus manchouricus, was 0.6% out of 517 snails examined. The infection rate was lower in comparison with 2.3% out of 2,124 examined in 1967. Moreover, sharp decreases in number and distribution of the intermediate host snails in many watershed areas of the huge freshwater systems in this locality seemed to reduce transmission of Clonorchis in connection with the intermediate host stage of its life cycle. 15) Clonorchis infection in the second intermediate fish hosts was relatively low. The mean number of Clonorchis metacercaria per fish in Pseudorasbora parva was 517 in 1983, whereas it was 1943 in 1968 through 1969. Environmental water pollution has also caused the decreased fish population density in these areas, and this has also apparently affected to the practice of raw freshwater fish consumption among the local inhabitants. 16) In conclusion, endemicity of Clonorchis infection in Gimhae Gum and delta area of the Nagdong River has sharply decreased during the past 16 years. The major cause of the regressive transition of the infection was the water pollution of the land water systems of this locality. The pollution has upset the ecosystems comprizing of the intermediate hosts of Clonorchis in many areas, and also affected to a significant extent to the discontinuance of the local inhabitants for raw freshwater fish consumption.

  • PDF

지하수 관개에 의한 수도의 멸준양상과 그 방지책에 관한 연구 (Studies on the Rice Yield Decreased by Ground Water Irrigation and Its Preventive Methods)

  • 한욱동
    • 한국농공학회지
    • /
    • 제16권1호
    • /
    • pp.3225-3262
    • /
    • 1974
  • The purposes of this thesis are to clarify experimentally the variation of ground water temperature in tube wells during the irrigation period of paddy rice, and the effect of ground water irrigation on the growth, grain yield and yield components of the rice plant, and, furthermore, when and why the plant is most liable to be damaged by ground water, and also to find out the effective ground water irrigation methods. The results obtained in this experiment are as follows; 1. The temperature of ground water in tube wells varies according to the location, year, and the depth of the well. The average temperatures of ground water in a tubewells, 6.3m, 8.0m deep are $14.5^{\circ}C$ and $13.1^{\circ}C$, respercively, during the irrigation period of paddy rice (From the middle of June to the end of September). In the former the temperature rises continuously from $12.3^{\circ}C$ to 16.4$^{\circ}C$ and in the latter from $12.4^{\circ}C$ to $13.8^{\circ}C$ during the same period. These temperatures are approximately the same value as the estimated temperatures. The temperature difference between the ground water and the surface water is approximately $11^{\circ}C$. 2. The results obtained from the analysis of the water quality of the "Seoho" reservoir and that of water from the tube well show that the pH values of the ground water and the surface water are 6.35 and 6.00, respectively, and inorganic components such as N, PO4, Na, Cl, SiO2 and Ca are contained more in the ground water than in the surface water while K, SO4, Fe and Mg are contained less in the ground water. 3. The response of growth, yield and yield components of paddy rice to ground water irrigation are as follows; (l) Using ground water irrigation during the watered rice nursery period(seeding date: 30 April, 1970), the chracteristics of a young rice plant, such as plant height, number of leaves, and number of tillers are inferior to those of young rice plants irrigated with surface water during the same period. (2) In cases where ground water and surface water are supplied separately by the gravity flow method, it is found that ground water irrigation to the rice plant delays the stage at which there is a maximum increase in the number of tillers by 6 days. (3) At the tillering stage of rice plant just after transplanting, the effect of ground water irrigation on the increase in the number of tillers is better, compared with the method of supplying surface water throughout the whole irrigation period. Conversely, the number of tillers is decreased by ground water irrigation at the reproductive stage. Plant height is extremely restrained by ground water irrigation. (4) Heading date is clearly delayed by the ground water irrigation when it is practised during the growth stages or at the reproductive stage only. (5) The heading date of rice plants is slightly delayed by irrigation with the gravity flow method as compared with the standing water method. (6) The response of yield and of yield components of rice to ground water irrigation are as follows: \circled1 When ground water irrigation is practised during the growth stages and the reproductive stage, the culm length of the rice plant is reduced by 11 percent and 8 percent, respectively, when compared with the surface water irrigation used throughout all the growth stages. \circled2 Panicle length is found to be the longest on the test plot in which ground water irrigation is practised at the tillering stage. A similar tendency as that seen in the culm length is observed on other test plots. \circled3 The number of panicles is found to be the least on the plot in which ground water irrigation is practised by the gravity flow method throughout all the growth stages of the rice plant. No significant difference is found between the other plots. \circled4 The number of spikelets per panicle at the various stages of rice growth at which_ surface or ground water is supplied by gravity flow method are as follows; surface water at all growth stages‥‥‥‥‥ 98.5. Ground water at all growth stages‥‥‥‥‥‥62.2 Ground water at the tillering stage‥‥‥‥‥ 82.6. Ground water at the reproductive stage ‥‥‥‥‥ 74.1. \circled5 Ripening percentage is about 70 percent on the test plot in which ground water irrigation is practised during all the growth stages and at the tillering stage only. However, when ground water irrigation is practised, at the reproductive stage, the ripening percentage is reduced to 50 percent. This means that 20 percent reduction in the ripening percentage by using ground water irrigation at the reproductive stage. \circled6 The weight of 1,000 kernels is found to show a similar tendency as in the case of ripening percentage i. e. the ground water irrigation during all the growth stages and at the reproductive stage results in a decreased weight of the 1,000 kernels. \circled7 The yield of brown rice from the various treatments are as follows; Gravity flow; Surface water at all growth stages‥‥‥‥‥‥514kg/10a. Ground water at all growth stages‥‥‥‥‥‥428kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥430kg/10a. Standing water; Surface water at all growh stages‥‥‥‥‥‥556kg/10a. Ground water at all growth stages‥‥‥‥‥‥441kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥450kg/10a. The above figures show that ground water irrigation by the gravity flow and by the standing water method during all the growth stages resulted in an 18 percent and a 21 percent decrease in the yield of brown rice, respectively, when compared with surface water irrigation. Also ground water irrigation by gravity flow and by standing water resulted in respective decreases in yield of 16 percent and 19 percent, compared with the surface irrigation method. 4. Results obtained from the experiments on the improvement of ground water irrigation efficiency to paddy rice are as follows; (1) When the standing water irrigation with surface water is practised, the daily average water temperature in a paddy field is 25.2$^{\circ}C$, but, when the gravity flow method is practised with the same irrigation water, the daily average water temperature is 24.5$^{\circ}C$. This means that the former is 0.7$^{\circ}C$ higher than the latter. On the other hand, when ground water is used, the daily water temperatures in a paddy field are respectively 21.$0^{\circ}C$ and 19.3$^{\circ}C$ by practising standing water and the gravity flow method. It can be seen that the former is approximately 1.$0^{\circ}C$ higher than the latter. (2) When the non-water-logged cultivation is practised, the yield of brown rice is 516.3kg/10a, while the yield of brown rice from ground water irrigation plot throughout the whole irrigation period and surface water irrigation plot are 446.3kg/10a and 556.4kg/10a, respectivelely. This means that there is no significant difference in yields between surface water irrigation practice and non-water-logged cultivation, and also means that non-water-logged cultivation results in a 12.6 percent increase in yield compared with the yield from the ground water irrigation plot. (3) The black and white coloring on the inside surface of the water warming ponds has no substantial effect on the temperature of the water. The average daily water temperatures of the various water warming ponds, having different depths, are expressed as Y=aX+b, while the daily average water temperatures at various depths in a water warming pond are expressed as Y=a(b)x (where Y: the daily average water temperature, a,b: constants depending on the type of water warming pond, X; water depth). As the depth of water warning pond is increased, the diurnal difference of the highest and the lowest water temperature is decreased, and also, the time at which the highest water temperature occurs, is delayed. (4) The degree of warming by using a polyethylene tube, 100m in length and 10cm in diameter, is 4~9$^{\circ}C$. Heat exchange rate of a polyethylene tube is 1.5 times higher than that or a water warming channel. The following equation expresses the water warming mechanism of a polyethylene tube where distance from the tube inlet, time in day and several climatic factors are given: {{{{ theta omega (dwt)= { a}_{0 } (1-e- { x} over { PHI v })+ { 2} atop { SUM from { { n}=1} { { a}_{n } } over { SQRT { 1+ {( n omega PHI) }^{2 } } } } LEFT { sin(n omega t+ { b}_{n }+ { tan}^{-1 }n omega PHI )-e- { x} over { PHI v }sin(n omega LEFT ( t- { x} over {v } RIGHT ) + { b}_{n }+ { tan}^{-1 }n omega PHI ) RIGHT } +e- { x} over { PHI v } theta i}}}}{{{{ { theta }_{$\infty$ }(t)= { { alpha theta }_{a }+ { theta }_{ w'} +(S- { B}_{s } ) { U}_{w } } over { beta } , PHI = { { cpDU}_{ omega } } over {4 beta } }}}} where $\theta$$\omega$; discharged water temperature($^{\circ}C$) $\theta$a; air temperature ($^{\circ}C$) $\theta$$\omega$';ponded water temperature($^{\circ}C$) s ; net solar radiation(ly/min) t ; time(tadian) x; tube length(cm) D; diameter(cm) ao,an,bn;constants determined from $\theta$$\omega$(t) varitation. cp; heat capacity of water(cal/$^{\circ}C$ ㎥) U,Ua; overall heat transfer coefficient(cal/$^{\circ}C$ $\textrm{cm}^2$ min-1) $\omega$;1 velocity of water in a polyethylene tube(cm/min) Bs ; heat exchange rate between water and soil(ly/min)

  • PDF

만경강유역의 개간과정과 취락형성발달에 관한 연구 (A Study on the Cultivation Processes and Settlement Developments on the Mangyoung River Valley)

  • 남궁봉
    • 한국지역지리학회지
    • /
    • 제3권2호
    • /
    • pp.37-87
    • /
    • 1997
  • 만경강유역을 하나의 연장선상에 놓고 연구한 결과, 그 공간상에서 역사와 더불어 형성발달해온 시공연속체를 확인할 수 있었다. 만경강상류에서 하류 하구연안에 이르는 면장공간상에서의 개간과정은 여말에서 부터 시작되어 오늘에 이른 것으로 볼 수 있다. [기원지-지향지] 지향가설에서 본 개간과정에서 개간의 기원지는 만경강상류 산간계곡의 지류곡지 개간을 효시로 하여 기원지가 이루어지고, 조선조 중기까지는 수방대책의 발달과 더불어 하천 중류까지 진출하고, 하천 본류에 대한 하류지역의 계간은 하천의 규모와 유수량의 증가로 인한 하안의 홍수와 범람을 극복할 수 있는 인공제방을 축조할 수 있는 기술수준에 이른 1920년대에 들어서야 본격화되고, 그후 연이어 하구연안의 간석지 개간도 시행되어 개간의 개척첨단이 이들 지향지인 해안간석지일대에 형성되는 것을 볼 수 있다. 시간의 흐름과 더불어 각 시기마다 공간의 변화도 수반되어 시공연속체가 발달하는 것을 볼 수 있다. 취락의 경우 개간과정에 따라 산간계곡 산록일대에서는 주변입지적 집촌, 하천중류와 하류에서는 중앙입지적 집촌, 하천하구 간석지에서는 중앙입지적 열촌형태가 우세하게 나타났다.

  • PDF