A Modified CREAMS model, CREAMS-PADDY was developed to simulate the hydrology and nutrient transport at an irrigated rice paddy. The hydrology at a paddy was simulated by a daily water balance routine which reflects daily inflow, outflow, and water level changes. The soil erosion was simulated using modified USLE. The nutrient transport for total nitrogen and phosphorus were depicted for various phases of each constitute such as extraction, percolation, mineralization, and plant uptakes. Field monitoring was conducted to investigate the water quality changes at a paddy field at three times a week during the growing season of 1996. The proposed model simulates the water quality of the paddy reasonably well, and is found to be applicable to field conditions.

WGR 강우모형은 중규모 정도의 강우를 표현하기 위해 개발된 개념적인 모형으로 대기의 동역학적 특성과 강우의 통계학적 특성이 비교적 잘 반영된 모형이다(Waymire 등, 1984). 그러나 이 모형은 최대 18개의 매개변수르 가지며 모형의 구조가 강한 비선형성을 가지고 있어 매개변수 추정이 매우 어려운 문제로 남아 있다. 지금까지 각각 다른 지역의 강우에 대해 비선형 최적화 기법(non-linear programming; NLP)을 이용하여 매개변수를

The Keum river is one of the important river in Korea and has a drainage area of 9,873 ㎦. The Keum river is deepening pollution state due to development of the lower city and construction of a industrial complex. The water quality of the Keum river come to eutrophication state and belong to Ⅲ grade of water quality standard. The concentration BOD in river is affected by the organic loading from a tributary and the algae biomass that largely happen to under eutrophication state. In the eutrophic water mass such as the Keum river, the autochthonous BOD was very important part for making a decision of water quality management, because it was accounted for majority of the total BOD. The purpose of this study was to survey the characteristics of water quality in summer and to estimate reaction coefficient. Also, we studied to correlationship between chlorophyll a and BOD(COD) for estimation of the autochthonous BOD. The correlationship between chlorophyll a and BOD(COD) were obtained through the culture experiment of phytoplankton in the laboratory. The results of this study may be summarized as follows ; The characteristics of water quality in summer were belong to Ⅲ∼Ⅳgrade of water quality standard as BOD and nutritive condition is very high. The BOD, ammonia nitrogen and phosphate loadings in Miho stream which inflowing untreated sewage from Chungju city was occupied with 64.07%, 26.36%, 46.08%, respectively. Maximum nutrient uptake (Vmax) was 0.4400 μM/hr as substrate of ammonia nitrogen, 0.1652 μM/hr as substrate of phosphate. Maximum specific growth rate (μmax) was 1.2525 hr-1 as substrate of ammonia nitrogen, 1.5177 hr-1 as substrate of phosphate. The correlation coefficient between chlorophyll a and BOD by the culture experiment were found to be 0.911∼0.935 and 0.942∼0.947 in the case adding nutrient and no adding nutrient, respectively. The correlation coefficient between chlorophyll a and COD through the culture experiment were found to be 0.918∼0.977 and 0.880∼0.931 in the case adding nutrient and no adding nutrient, respectively. The autochthonous BOD(COD) was estimated to the relationship between BOD(COD) and chlorophyll a. The regression equation were found to be autochthonous BOD=(0.045∼0.073)×chlorophyll a and autochthonous COD=(0.137∼0.182)×chlorophyll a.

It is noted that the red tides and the oxygen-deficient water mass are extensively developed in Masan Bay during summer. The nutrients mass balance was calculated in Masan Bay, using the three-dimensional numerical hydrodynamic model and the material cycle model. The material cycle model was calibrated with the data obtained on the field of the study area in June 1993. The nutrients mass balance calculated by the combination of the residual currents and material cycle model results showed nutrients of surface and middle levels to be transported from the inner part to the outer part of Masan Bay, and nutrients of bottom level to be transported from outer part to inner part of Masan Bay. The uptake rate of DIN in the box A1(surface level of inner part) was found to be 337.5㎎/㎥ ·day, the largest value in all 9 boxes and that of DIP was found to be 18.6㎎/㎥·day in box A1, and the regeneration rate of DIN was found to be 78.2㎎/㎥· day in the box A3(bottom level of inner part), and that of DIP was found to be 18.6㎎/㎥· day in box A1. The regenerations of DIN and DIP in the water column of the entire Bay were found to be 7.66ton/day and 760㎏/day, respectively. And the releases of DIN and DIP from the sediments of the entire Bay were found to be 2.86ton/day and 634㎏/ day, respectively. The regeneration rate was 2.5 times as high as the release rate in DIN, and 1.2 times in DIP. The results of mass balance calculation showed not only the nutrients released from the sediments but the nutrients regenerated in water column to be important in the control and management of water quality in Masan Bay.

The purpose of this study is to suggest the estimation model of `amenity environment` by Perceived Environmental Quality Index(PEQI) model. A questionnaire survey was carried out for the study area of Taegu-Kyungbuk region. Sampling size was 838(427 of Taegu and 411 of Kyungbuk) residents by stratified sampling of each region`s(7 Gu for Taegu, 7 Cities & Gun for Kyungbuk) population. The survey was done during Sep. to Nov. of 1996. The suggested model was composed of four estimation categories and 16 indicators. The four categories were `Cleanness & Quietness`, `Naturalness & Harmony`, `Beauty & Comfort` and `Environmental Conservation Efforts`. And each category has several individual indicators. The weighted means of satisfaction were different by each region. Suseong-gu, Dalseogu, Joong-gu(Taegu), Kimcheon, Andong, and Cheondo(Kyungbuk) showed high environmental satisfaction, but Dong-gu, Seo-gu(taegu), Youngcheon, and Pohang(Kyungbuk) showed lower environmental satisfaction. By Analytic Hierarchy Process(AHP) of weighting values for each categorirs, `Environmental Conservation Efforts` was estimated as the most important(value of 0.367), and `Naturalness & Harmony`(0.242), `Clenness & Quietness`(0.225), and `Beauty & Comfort`(0.166) were important respectively. Total PEQI`s were estimated as 48.0 for Taegu, and 53.3 for Kyungbuk. PEQI`s for each regions were between 46.2(Dong-gu) and 59.9(Kimcheon). The validity of the suggested model was verified by factor analysis. The four factors were identified as the same categories and indicators. Finally, The LISREL+7 model was suggested as estimation model of `Amenity Environment` for Taegu-Kyungbuk region.

하상 굴착 공사는 골재 채취, 토사준설, 교량 건설 또는 하천을 횡단하여 매설하는 관로 공사 등 여러 가지 경우에 이루어지고 있다. 이러한 하상 굴착 공사 과정에서 발생하는 다량의 부유물질(SS)은 수질을 오염시키며 환경에 악영향을 미치게 된다. 본 논문에서는 현장 여건상 정교한 수치해석모형을 적용할 수 없는 경우에, 2차원 이송-확산 모형을 단순화하여 유도한 Fick 확산 모형에 의하여 부유물질의 농도를 산정하고 오탁 방지 시설 설치에 따른 부유물질

4개 주요 검조소의 기본수준점표 설정연혁을 개괄하였다. 이 검조소의 검조의 영점표고, 기본수준고, 그리고 주위기준점(Tidal Bench M막)의 자료를 수집검토하였다. 농어촌진흥공사, 수로국, 항만국 등이 조사한 지역평균 해면고(Local Mean Sea Level)를 비교하여 이들 4개 검조소지점(인천, 군산내.외항, 목포)의 평균해면고로 정의하였다. 기본수준면(DL), 평균해면(MSL), 대조평균만조면(HWOST) 등의 설계조위면을 추정하기 위하여

수자원개발 계획과 설계를 위한 설계홍수량 추정에 가장 중요한 문제의 하나가 유효우량 추정이다. 우리나라 수공구조물의 설계홍수량 추정에는 미국 SCS에서 개발한 유출곡선번호(curve number)로부터 유효우량을 추정하고 홍수도달시간을 고려하여 단위도를 합성하는 방법이 자주 사용되고 있다. 그러나, 우리나라의 경우 시간별 강우-유출량 자료가 충분하지 못한 상태이므로 SCS 유출곡선번호 방법을 그대로 적용하여 유효우량을 추정할 때에는 신중을 기해야 한다.

본 연구에서는 자연계의 적응 및 도태에 의한 Darwin의 진화과정을 수학적으로 체계화시킨 유전자 알고리듬(genetic algorithm)을 다목적댐의 홍수추적모형으로 사용되고 있는 저류함수법의 매개변수 추정에 적용하였다. 유전자 알고리듬은 생명체의 자연도태 원리를 수학적인 학습영역으로 적용한 탐색 알고리듬의 일종으로 매개변수의 추정은 개체유전과 적자생존법칙을 통해 설정된 모형의 성능을 개선시켜 나감으로써 최적값에 도달하게 된다. 수문순환계의 복잡한

This study has two objectives. One is developing the runoff model for Hoe-Dong Reservoir basin located at the upstream of Su-Young River in Pusan. To develop the runoff model, basic hydrological parameters - curve number to find effective rainfall, and storage coefficient, etc. - should be estimated. In this study, the effective rainfall was calculated by the SCS method, and the storage coefficient used in the Clark watershed routing was cited from the report of P.E.B. The other is the derivation of transfer function for Hoe-Doug Reservoir basin. The linear, discrete, input-output model which contained six parameters was selected, and the parameters were estimated by the least square method and the correlation function method, respectively. Throughout this study, rainfall and flood discharge data were based on the field observation in 1981.8.22 - 8.23 (typhoon Gladys). It was observed that the Clark watershed routing regenerated the flood hydrograph of typhoon Gladys very well, and this fact showed that the estimated hydrological parameters were relatively correct. Also, the calculated hydrograph by the linear, discrete, input-output model showed good agreement with the regenerated hydrograph at Hoe-Dong Dam site, so this model can be applicable to other small urban areas.