This study was fulfilled by the floating lysimeter method at the experimental farm of Kon-Kuk University from August to November of 1986 to investigate the amount of evapotranspiration by the growing periods, evapotranspiration ratio, amount of watering per one time, days of intermission, soil moisture extraction pattern and crop coefficient of the Chinese cabbage cultivated in the sandy loam soil at the watering point of pF2.O. The results obtained are summarized as follows: 1.The total evapotranspiration during the growing period was 267.2mm, which was 3. 99mm by daily average, and the maximum evapotranspiration showed in the mid ten days of September with the value of 5.81mm I day. 2.The evapotranspiration ratio by the growing stages increased from the last ten days of September and showed maximum in the beginning of October, and the average evapotranspiration ratio was 1.4. 3.The days of watering intermission at the watering point of pF2.O was 2.4 days, and the average yield per plant was 3,228 g. 4. The soil moisture extraction pattern in the initial stage was 78.9 % in the 1st and 2nd soil layer and 21.1 % in the 3rd and 4th layer, and the mid-season stage, the moisture extraction proportion of the under layer accounted for 38.8 % which showed that the root elongated to the lowest soil layer. 5.The average crop coefficient(Kc) of the tested crop during the growing period was 0.67 by Penman equation and 2.36 by Pan Evaporation equation, which showed high difference by the calculation methods, and the changes of crop coefficient by the growing stages by Penman equation was favorable than those calculated by other met-hods.

Because the development of Korea's water resources will reach its limit in the near future, preparations should now be begun to deal with problems that may come as a result. It will be too late to start preparations when the water resources have already reach their limitation and, as the preparations cannot be done in a day, it will take a long time to provide them. Now is the great turning point to accumulate our technical experiences and attain our plans gradually. The preparations against this are summarized as follows; 1)The transitory use of water should be turn into the recurrent use for the future. 2)A cooperative water control system of an area should be arranged. 3)Water saving, control of water demand, and the multiple use of water should be encouraged. To do this effectively, people should be informed of the value and rarity of water. 4)The development of freshwater reserviors at estuaries is closely related to the development of water utilization in the whole river basin. The development of water resources by the construction of freshwater reservoirs at the estuaries should be started, when the development of upstream water resources reaches their limitation. 5)The existing water utilization structures should be reorganized by water resources exchange planning, so the effective use of water in large areas be attained.

This study was to investigate the effects of soil-structure relative stiffness on the structural characteristics of the cylindrical tank supported by soil. A standard example model of the farm silo rested on the Winkler's subsoil model was used for the analysis of soil-structure coupled system. In this paper, Winkler's constants 4,15 and l00kg/cm$^2$/cm were considered and the bottom plate thicknesses of the farm silo 20, 30, 50,100 and 150cm were adopted. For the given model the effects of bottom plate thickness were the most conspicuous at weakest Winkler's constant 4kg/ cm$^2$/cm. While when Winkler's constant is l00kg/cm$^2$/cm, the effect of the bottom plate thickness is almost negligible. On the other hand, when the bottom plate thickness is more than 100cm, the effects of elastic foundation were aknost disappeared. In design practice, it is hoped that the thicknesses of bottom plate should be determined reasonably because of it's considerable effect on the structural characteristics as the lOOcm thickness of bottom plate will not be practical value in usual sites.

Due to their wide range of application, deterministic comprehensive hydrologic models using digital computers have been developed in all countries of the world and researches are being undertaken for their appropriate applications. The aim of this study has been to demonstrate the practical implementation of a physically based distributed hydrologic model, the USDAHL-74 model and to investigate its ability to simulate the long term estimate of water balance quantities in a Korean mountainous watershed. Application of the model to Dochuk watershed indicates the following results. 1.Since the USDAHL-74 model includes all the major components of the hydrologic cycle in agricultural watersheds, thus is comprehnsive, the model seems to have a wide range of application from the fact that simulation results obtained are not only runoff volumes m various time units but their spatial variation as well as even soil moisture within the watershed. 2.An approximate calibration to determine the parameter values in the model using various data obtained from D0chuk shed shows that the simulation error of yearly runoff volume is only 0.6 % and a correlation coefficient between observed daily runoff volume and simulated one is 0.91 in all calibrated period.3.As a verification test of the model, runoff volumes are simulated using 1986 year data without changing the parameter values determined by 1985 year data. The tests show that the USDAHL-74 model is a flexible tool and that realistic production to simulate the long term estimate of runoff in Korean mountainous watershed could be obtained using only a short period of calibration.4. Despite of the encouraging results, there still remain minor problems concerning the practical application of the model to improve the result of simulations. Some of these are the small descrepancies between observed and simulated daily runoff volume appeared in the vicinity of peaks and the recession of1 the daily hydrographs and the model performance for the frozen ground and melting process in the model. 5. Alough the use of parameter with physical significance and the ability to improve calibrations on the basis of physical reasoning represents advantages in the simulation for ungaged watersheds, further researches are needed to use the USDAHL-74 mode to simulate runoff in ungaged watersheds.

효과적인 모래의 다짐 방법으로 진동에 의한 방법이 널리 사용되고 있다. 이 연구의 목적은 모래의 진동 다짐시 영향을 주는 인자의 개별적인 효과를 분석하고 가 인자들이 복합되어 진동다짐에 주는 효과를 분석하는 것이다. 이 연구에서는 진동시간 가속도 과도화중 염수비 시료의 다짐전 밀도등을 변화시켜가며 진동테이블 위에서 제작된 시료를 다짐하였고 시험결과는 상대밀도의 변화애 의하여 분석하였다 진동다짐의 효과는 다짐가속도 진동수 및 모래의 정도에 따라 변하며 과도하중이나 진건은 비교적 적은 영향을 주는 인자였다. 가속도가 1g 보다 큰경우 다짐효과는 진동이 시작되는 초기에 발생하였고 그 후는 면밀하게 진동효과가 나타났다. 효과적인 다짐을 위하여는 최적가속도와 최고 과도하중의 선택이 중요하며 최적치보다 큰경우는 다짐의 효과가 감소한다. 건조된 모래와 포화된 모래 모두 같은 최적가속도에서 최대의 다짐효과를 나타냈다. 각 인자 즉 가속도 진동수 단위 중량 영수비, 균등계수, 유효압경, 과도하중, 및 진동시간등의 효과를 복합하여 진동다짐의 효과를 상대밀도의 변화로 나타낼경우$\Delta$DR=38.0∧0.14 의 관계를 얻었다.

지표에서 토양속으로 흐르는 물의 침수를을 동심원관형침수계를 사용하여 측정하였다. 내부관과 외부관을 비교함으로서 침투율 측정시 침투계 바깥쪽으로 흐르는 수평방향으로 흐름을 예상할수 있으며 서로 다른 초기함수조건에서 침투율을 측정, 비교함으로써 초기함수 상태의 침투율에 대한 영향을 고찰하였다. 측정치를 분석한 결과 예상한 대로 바깥쪽으로 흐르는 수평방향의 토양수분으로 인하여 외부관에서의 침투율이 내부관에서 보다 평균90% 컸으며, 또 초기 함수량이 작은 경우가 큰 경우보다 침투율이 켰다. 침수가 끝난 후 재분배시의 토양 수분 흐름은 수리지표를 검사함으로써 추정하였다.수평 및 수직방향의 수리지표는 다단 텐시오미터(multiple-depth tensiometer)를 사용하여 토양속의 공극수압을 측정하여 계산하였다 수리지표를 검사한 결과 재분배시 수평방향의 토양수분 흐름은 일정한 방향이 아니라 경우에 따라서 원관 침투계의 중심쪽으로 또는 바깥쪽으로 흘렀다. 이느 토양의 물리적 성질이 장소에 따라서 균일하지 않았음에 기인한 것이라 판단된다. 재분배시 수평 및 수직방향의 평균수리지표의 비율을 검사한 결과 시간이 경과할수록 비율이 감소 되었으며 또 깊이가 깊어질수록 감소하였다.이는 즉 시간이 지날수록 깊이가 깊어질수록 토양수분 흐름의 수평방향 성분이 감소한다는 것을 나타낸다.