• 한국환경복원기술학회지
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• 제15권2호
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• pp.85-102
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• 2012

The purpose of this study is to offer the raw data for conserving the biodiversity of urban ecosystem by objective surveying and analysing the vascular plants distributed in major sites of Yangsan-si, Gyeongsangnam-do. The results are as follows. The numbers of vascular plants were summarized as 522 taxa including 110 families, 314 genera, 459 species, 4 subspecies, 46 varieties and 13 forms. The rare plants were 5 taxa including Aristolochia contorta, Drosera rotundifolia, Potentilla discolor, Viola albida and Hydrocharis dubia. The endemic plants were 13 taxa including Salix koriyanagi, Carpinus laxiflora, Stewartia pseudocamellia, Weigela subsessilis and so forth. The specific plants by floristic region were 30 taxa including Caltha palustris, Caryopteris incana, Ilex macropoda, Monochoria korsakowii and so forth. The naturalized plants were 44 taxa including Phytolacca americana, Lepidium virginicum, Solanum americanum, Aster subulatus var. sandwicensis, Panicum dichotomiflorum and so forth. The invasive alien plants were 5 taxa including Sicyos angulatus, Ambrosia artemisiifolia, Ambrosia trifida, Aster pilosus and Paspalum distichum.

• 한국수산과학회지
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• 제56권1호
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• pp.44-53
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• 2023

In this study, the morphological development and early life cycle of larvae and juvenile Rhinogobius brunneus found in Wicheon, Nakdong River, Korea, were investigated. The fertilized eggs were 2.20×0.68 mm (long×short) in diameter. The eggs began hatching approximately 104 h after fertilization at water temperatures of 17.3-20.5℃ (mean 18.9±1.6℃). The newly hatched yolk-sac larvae were 3.71±0.06 mm in total length (TL), with an unopened anus. Three days after hatching, the preflexion larvae were 4.37±0.16 mm in TL with yolk absorption. Twenty days after hatching, the flexion larvae were 6.50±0.22 mm in TL and the tip of the notochord was bent upward. Twenty-seven days after hatching, the postflexion larvae were 11.8±0.63 mm in TL, and the tip of the urostyle was bent at 45°. Forty days after hatching, individuals measured 18.5±0.93 mm in TL and were considered as juveniles as the number of fins became constant for each part. All the postflexion larvae had detached fins. Additionally, the melanophore was observed to be distributed on the head, centrum of the body, and dorsal fin, and there was a difference in the morphology from the water stream.

• 한국지리정보학회지
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• 제14권3호
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• pp.203-222
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• 2011

오늘날 홍수재해의 특성은 기후변화와 이상기후의 영향으로 인하여 점점 더 높은 강도를 나타내고, 예측이 불가능한 기상이변의 형태를 보이고 있다. 이러한 기상이변에 따른 댐 및 제방 등의 수공구조물 붕괴, 또는 내수배제 불량 등으로 인한 침수피해를 예방하기 위해 침수범위의 예측 및 분석을 통한 홍수위험지도 작성의 필요성이 대두되었고, 실제로 국가 차원의 홍수위험지도가제작되고 있다. 본 연구에서는 이러한 홍수위험지도 제작에 있어서 단순한 위험성(hazard)의 개념이 아닌 위험도(risk)개념으로의 확장을 위해 홍수에 노출된 지역의 인구수, 경제적 활동의 형태, 홍수가 발생했을 때 2차적 피해를 불러올 수 있는 설비 등을 나타내는 홍수 취약도(flood vulnerability)에 대한 정량적 평가를 실시하고자 하였고, 낙동강 유역에 적용하여 행정구역별로 세분화된 홍수위험지도 제작을 위한 취약도 지표를 산정하였다. 본 연구에서 연구된 결과는 각 지자체 및 관련부처에서 효율적인 방재대책 수립 및 치수방재사업에 대한 우선순위 결정을 위한 정량적 자료 및 중요한 가치판단 기준으로 활용될 수 있을 것으로 판단된다.

• 한국수자원학회논문집
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• 제51권spc1호
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• pp.1117-1126
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• 2018

용수공급시스템은 용수를 안정적으로 확보하여 사용자의 수요량을 충족시키는 것을 목표로 하지만, 평년보다 적은 유입량으로 인해 정상공급에 실패하는 경우가 발생한다. 그러나 강수의 부족으로 발생하는 가뭄 상황이 언제나 용수공급 실패를 유발하는 것은 아니기 때문에, 용수공급에 대한 안전도를 산정할 때 실질적인 용수 부족 사상의 특성을 고려할 필요가 있다. 이를 위해 본 연구에서는 이수안전도 평가 지표로 주로 사용되는 신뢰도와 취약도를 이용하여 결합 가뭄관리지수(JDMI)를 개발하였으며, 이를 바탕으로 미래 용수공급 위험도를 산정하였다. 미래에 대한 분석을 위해 RCP 4.5 및 8.5 시나리오에 대하여 GCM으로부터 생산된 기후변화 시나리오 자료를 적용하고 미래 기간을 21세기 전기, 중기, 및 후기로 구분하였다. JDMI를 기반으로 낙동강 유역의 용수공급 위험도를 분석한 결과 RCP 4.5 시나리오에서 RCP 8.5 시나리오보다 위험도가 더 높은 것으로 분석되었다. 용수공급 취약지역은 RCP 4.5에서는 남강댐(W18)으로 나타났으며, RCP 8.5에서는 형산강(W23)과 낙동강남해(W33) 유역으로 분석되었다.

• 한국환경과학회지
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• 제28권10호
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• pp.887-898
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• 2019

Rehabilitation work is required to increase well productivity, which decreases with the elapsed time of pumping owing to the clogging of the water well. Clogging causes not only a reduction in the well productivity but also a deterioration of the water quality. For unclogging and rehabilitating wells, several techniques are used such as brushing, air surging, surge blocks, and gas impulse. In this study, the high-pressure air impulse technique, which effectively and economically rehabilitates wells, was applied to a riverbank filtration site in Korea for the same objective. At most of the wells, the hydraulic parameters (transmissivity, storage coefficient, and specific capacity) were increased by the application of the high-pressure air impulse technique. The well loss change values also indicate an increase in the hydraulic parameters by the air impulse implementation. Thus, the high-pressure air impulse technique can be efficiently and economically applied to water and riverbank filtration wells for rehabilitating the decreased productivity.

• 물과 미래
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• 제18권4호
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• pp.317-325
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• 1985

본 연구에서는 낙동강, 한강 및 금강의 중요관측지점의 월평균 유출량을 분석에 사용하였으며, 먼저 일정유량(Truncation level) 별로 Run-length와 Run-sum에 대한 2-변수 Gamma 분포 및 대수정규분포의 적합성 여부를 검토하였던 바 Gamma 모델이 적합한 것으로 판명된 자료와 실측치와 비교하였다. 그리고 Run-length 및 Run-sum에 대한 일정유량별로 평균치의 변화에 대한 성질을 구명하였다.

• 물과 미래
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• 제14권1호
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• pp.51-58
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• 1981

본 연구는 하천일류량을 추계학적으로 분석하여 그 특성을 구명하고 이에 적합한 모의발생 모델을 설정하여 검토하는데 목적을 두고 있다. 한강, 낙동강 및 금강유역의 주요관측지점의 일류량으로부터 통계학적 특성인 Correlogram 및 Spectrum 분석에 의한 시계별 특성을 구하였으며 모의발생모델의 결정에 위해 Markov 모델의 Correlogram을 원자료의 그것과 비교한 결과에 따라 모의 발생 모델의 적합도를 예측할 수 있었으며, 또한 다차수모델의 결정계수 R$$에 대한 해석으로부터 다차수 모델의 차수를 결정했으며, 모의발생에 있어서는 수정 Markov 모델과 다차수 모델을 적용한 결과 대체적으로 2차 수정 Markov 모델과 2차 다차수모델이 최적의 결과를 보여주었다.

• 한국철도학회논문집
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• 제9권4호
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• pp.493-498
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• 2006

In this study, two large pile load tests were performed in the deep sand gravel deposit of Nakdong river basin so that the characteristics of the load transfer was identified. The fully instrumented rectangular barrette pile in the size of $1.5\times3.0m$ and the circular bored pile of the diameter 1.5 m were placed into the ground below 50 m. Under the applied loads of 2,400 tonf and 4,000 tonf, the test results of the load transfer showed the portion of 83% and 93% of the applied loads on the barrette pile and the bored pile, respectively, were supported by the skin friction along the pile shaft. It was revealed that the most of these skin friction mobilized in sand layer underlying clay layer having N-value more than 30 and that the friction per unit area of the bored pile was larger than the friction of barrette pile. However, if embedded in the stiff sand graval layer, the both piles were proven to be sufficient for using as the friction piles.

• 상하수도학회지
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• 제23권4호
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• pp.397-406
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• 2009

This study was conducted to monitor the floc sizes forming in the mixing zone in the water treatment plant. The dosing amount of poly aluminium chloride(PAC) was determined by particle dispersion analyzer(iPDA) in the lab and field scale test. During a field test period, PAC coagulant was used and the raw water was taken from Nakdong river. PAC wad diluted to activate the coagulant, leading to bring the more homogeneous dispersion in the shorter time. To monitor the floc sizes, the unit of floc size index(FSI) was used. With increasing of raw water turbidity, FSI value was increased. Also, the increased dosing amount of PAC brought the increased FSI and with overdosing of coagulant was in turn decreased. When the PAC was fed into the raw water after dilution in a field scale test, the width of FSI was narrower compared with the feeding of the mother liquor of PAC, implying that the formed flocs are denser and more uniform sizes. The width of FSI in average was varied on depending on the basicity of coagulant. Also, dF value, fractal dimension was evalued with the different coagulants, showing from 2.01 to 2.03. On-line floc monitor was effective for the optimal dosing in the drinking water plant.

• 한국태양에너지학회 논문집
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• 제38권4호
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• pp.43-54
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• 2018

In this study, we assessed dependency of small hydropower potentials on the two different runoff such as the estimated runoff based on the rainfall amounts and measured runoff. The hydpropower potentials were evaluated using actural power generations taken from Deoksong, Hanseok, and Socheon small hydropower plants over Han and Nakdong river basins, respectively. As a result of comparing the actual power generation amount with the potential amount based on the rainfall amount and the estimated amount based on the observed flow amount by each small hydroelectric power plant, the degree of latent small hydro energy by the observed flow was confirmed to be high. It is confirmed that the potential hydroelectric power generation rate is estimated to be about average 30%Point higher than the actual generation amount as a result of the measured flow rate rather than using the rainfall amount. Based on this, a method for improving the degree of the actual generation amount is proposed.