• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.219-219
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• 2015

Hwacheon Reservoir is one of the reservoirs, which are located on the North Han River in South Korea. Construction of this reservoir was started in 1939 and completed in 1944. At the upstream of this reservoir there are Peace Reservoir, which is located in South Korea and Imnam Reservoir, which is located in North Korea. After construction of Imnam Reservoir, inflow regularity of Hwacheon Reservoir was changed and inflow of Hwacheon Reservoir also, was decreased. Peace Reservoir is used to decrease flood and damage at downstream due to unexpected release from Imnam Reservoir. This reservoir also, has a special role to regulate inflow of Hwacheon Reservoir. Hwacheon Reservoir has an important role for hydropower generation and flood control. Capacity and maximum discharge capacity of Hwacheon Reservoir are 1018 million $m^3$ and $9500m^3/s$, respectively. This reservoir has four generators to produce power and it is one of the important reservoirs for hydropower generation in South Korea. Due to the important role of this reservoir in generating power, maximization of hydropower generation of this reservoir is important and necessary. For this purpose, HEC-ResPRM model was applied in this study. HEC-ResPRM is a useful and applicable model to operate reservoirs and it gives optimal value for release to maximize power by minimizing penalty functions. In this study, after running the model, amount of release was optimized and hydropower generation was maximized by allocating more water for hydropower release instead of spillway release. Also, the model increased release in dry period from October to June to prevent high amount of release in flood season from July to September.

• 한국수자원학회논문집
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• 제34권6호
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• pp.617-625
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• 2001

수공 방어용으로 건설된 평화의 댐은 화천댐과 연계되어 있고 배수 터널과 함께 1단계 준공 상태로서 화천댐 상류에 위치하여 댐 하류에 홍수지체 효과를 갖는다. 따라서 본 연구에서는 현 평화의 댐의 활용방안을 연구할 목적으로 화천댐 시스템 조작을 수행하여 평화의 댐 홍수조절효과와 화천댐의 홍수기 제한수위 등을 검토하고 평가하였다. 그리고 이 결과를 분석하여 화천댐 계통의 이수 증대 방안을 제시하였다. 이를 위해서 우선 저수지 조작 기준과 모형을 설정한 다음 저수지 조작의 최적화를 수행하였다. 이 결과를 바탕으로 최적치에 대한 실적치의 상대적인 값으로 조정계수를 평가하였다. 그리고 화천댐 제한수위의 몇가지 대안에 대하여 최적 저수지 조작을 수행하여 제한수위 적정 수준을 제시하고 경제적인 편익 또한 평가하였다.

• 암석학회지
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• 제13권4호
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• pp.214-223
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• 2004

중생대 쥬라기에 생성된 과알루미나질 화천화강암의 산소와 수소 안정 동위원소 조성을 알아보고, 이들 값이 다른 지역에 분포하는 쥬라기 화강암이 가지는 값과 어떠한 차이를 보이는지를 비교해보았다. 화천화강암을 구성하는 석영과 사장석은 각각 8.2에서 10.6$\textperthousand$과 5.8에서 $\delta$$^{18}$ O 값을 가지며, 화천 화강암 주위에 분포하는 호상흑운모편마암의 전암 $\delta$$^{18}$ O 값은 8.1에서 9.4사이의 값을 갖는다 화천화강암의 전암과 흑운모의 $\delta$D 값은 각각 -84에서 -113$\textperthousand$과 -107에서 -l13$\textperthousand$ 사이의 값을 갖는다. 기반암의 전암 $\delta$D 값은 -76에서 -100$\textperthousand$ 사이의 값을 갖는다. 화천화강암의 $\delta$$^{18}$ O과 $\delta$D값은 과알루미나질 화강암이 전형적으로 가지는 값에 비해 낮은 값을 가지는 특징을 보여준다. 화천화강암이 가지는 낮은 $\delta$$^{18}$ O 값은 오랜 기간 동안 이루어진 유체-암석 상호작용으로부터 기인한 것이다. 안정동위원소 모델링 결과는 약 1$\textperthousand$ 이하의 비교적 낮은 $\delta$$^{18}$ O 값을 가지는 유체가 비교적 높은 유체/암석 IB(<-6) 환경 하에서 동위원소 교환반응이 일어났음을 지시해준다. 이 유체는 천수가 화천화강암 및 주변에 분포하는 변성이질암과의 오랜 시간에 걸친 산소동위원소 반응 결과 $\delta$$^{18}$ O 값이 무거워진 유체이다.

• 대한자원환경지질학회:학술대회논문집
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• 대한자원환경지질학회 2003년도 춘계 학술발표회 논문집
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• pp.189-190
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• 2003

Oxygen and hydrogen isotopic data of whole rocks and mineral separates generally provide constraints on the nature of hydrothermal systems. We here report preliminary results of analyses of samples taken from the peraluminous granitic rocks and banded gneiss country rocks in Hwacheon area. Oxygen isotopic values for quartz and feldspar separates from the granitoids in Hwacheon area range from 8.2 to 10.6$\textperthousand$ and 5.8 to 8.5$\textperthousand$, respectively. (omitted)

• 한국산업보건학회지
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• 제27권4호
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• pp.333-351
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• 2017

Objectives: This study examines the relationships between indoor radon concentrations and distribution from soil geological mapping in the Hwacheon and Jangsu areas. Methods: GIS and a pivot table were used for inquiries about indoor radon contents, soil characteristics, and geological differences. Results: The Hwacheon area was characterized by the presence of normal and reverse faults as a passage of runoff for radon, sufficient occurrences of minerals containing uranium within granite as a radon source, a high concentration of radon within the granite area and clear differences of radon concentrations between granitic and metamorphic areas. The Jangsu area was characterized by the presence of normal faults, wide distributions of alluvium, and ambiguities on radon concentrations indoors among areas of geological differences. Considering the granite area and alluvium surrounded with granite areas, the characteristics of radon concentrations within soils and indoors in the Jangsu area are similar to those of the Hwacheon area. High concentrations are found with entisol and inceptisol in the Hawcheon area, but with entisol, inceptisol, and ultisol in the Jangsu area. High radon concentrations are found in sandy loam and/or loam. High concentrations are found in recently constructed or brick buildings, but low concentrations in traditional or prefabricated houses showing a high possibility of outward flow. Conclusions: The overall results suggest that radon concentrations in the Hwacheon and Jangsu area are dominantly influenced by geological characteristics with additional artificial influences.

• 한국수자원학회논문집
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• 제55권6호
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• pp.437-446
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• 2022

2020년 4월, 한강수계의 유효저수용량이 비교적 큰 발전용댐인 화천댐을 용수공급에 활용하기 위한 협약이 체결되었고 현재는 시범운영 중이다. 화천댐은 시범운영을 통해 우리나라 발전용댐 중 최초로 하류부 용수공급을 위해 지속적으로 일정한 유량을 공급하고 있다. 본 연구에서는 화천댐의 규모와 유입량 실적자료를 활용하여 화천댐의 용수공급량을 산정하고 용수공급능력을 평가하였다. 월단위 95% 이수안전도와 연단위 95% 이수안전도를 충족하는 용수공급량을 산정하기 위한 모의 모형과 화천댐 용수공급능력을 산정하기 위한 최적화 모형을 개발하였다. 또한, 모형의 입력자료로 사용되는 유입량 자료는 임남댐의 영향을 고려하여 두 가지 방법으로 보정하였다. 두 가지 보정 유입량을 활용하여 화천댐 용수공급량을 산정한 결과는 다음과 같다. 월단위 95% 이수안전도를 만족하는 용수공급량은 26.86 m³/sec, 24.12 m³/sec, 연단위 95% 이수안전도를 만족하는 용수공급량은 23.88 m³/sec, 22.22 m³/sec이다. 용수공급 실패 없이 화천댐에서 연간 최대 공급할 수 있는 용수공급량은 776.8 MCM이며 과거 월별 발전방류패턴을 고려하여 방류하는 경우에는 연간 704.3 MCM을 공급할 수 있다. 화천댐의 용수공급능력을 활용한 체계적인 운영이 수행된다면 한강수계 갈수기 용수공급 안정화에 기여할 것으로 기대된다.

• 한국농공학회논문집
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• 제49권5호
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• pp.11-20
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• 2007

In this study, we reviewed the optimal space for the fishway and fish storage establishment in the section between the downstream of the Hwacheon dam and the confluence of the Pungsan river. The hydraulic stability of these facilities was also examined. In the section between the downstream of Hwacheon dam and the confluence of Pungsan river, the release flow of Hwacheon dam was set at $5,495m^3/s,\;6,110m^3/s$ and $7,537m^3/s$, and numerical simulations were executed for each instance using the HEC-RAS model and RMA-2. In the analysis of the flow velocity distributions in the subject section by release flows of Hwacheon dam, it was shown that there was over 5.0m/s of high flow velocity at Sta. $#1{\sim}Sta.$ #3, Sta. $#4{\sim}Sta.$ #6, and Sta. $#12{\sim}Sta.$ #13 of the sections analyzed in this study. The Sta. $#0{\sim}Sta.$ #1 was considered appropriate for the fishway and fish storage establishment. As seen in the results of the numerical stability review by release flow conditions of Hwacheon dam subject to the selected available areas fur fishway and fish storage, the topographically available section for the establishment of fishway and fish storage exists at Sta. $#1{\sim}Sta.$ #3 when the release flow of Hwacheon dam is $5,495m^3/s$, whereas Sta. $#0{\sim}Sta.$ #1 should be reviewed for the subject section for the establishment of fishway at release flows of $6,110m^3/s$ and $7,537m^3/s$, in addition to the figures gathered at the $5,495m^3/s$ release flow. Finally, the available section for the establishment of fishway and fish storage was determined to be Sta. $#0{\sim}Sta.$ #3. Further, if fishway and fish storage are established in the outer bank within this section, the high flow velocity section should be avoided. An alternative would be to establish for the fishway in the inner band on the section of Sta. #1 or Sta. #3.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.515-517
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• 2003

In order to assess the risk of adverse health effects on human exposure to arsenic and heavy metals influenced by past mining activities, environmental geochemical surveys were undertaken in the abandoned metal mine areas (Dongil Au-Ag-Cu-Zn, Okdong Cu-Pb-Zn, Songcheon Au-Ag, Dongjung Au-Ag-Pb-Zn, Dokok Au-Ag-Cu and Hwacheon Au-Ag-Pb-Zn mines). Arsenic and other heavy metals were highly elevated in the tailings from the Dongil, the Songcheon and the Dongjung mines. High concentrations of heavy metals except As were also found in tailings from the Okdong, the Dokok and the Hwacheon mines. These significant concentrations can impact on soils and waters around the tailing dumps. Risk compounds deriving from mine sites either constitute a toxic risk or a carcinogenic risk. The hazard index (H.I.) of As in the Dongil, the Okdong, the Songcheon and the Hwacheon mine areas was higher value more than 1.0. In the Okdong and the Songcheon mine areas, H.I. value of Cd exceeded 1.0. These values of As and Cd were the highest in the Songcheon mine area. Therefore, toxic risks for As and Cd exist via exposure (ingestion) of contaminated soil, groundwater and rice grain in these mine areas. The cancer risk for As in stream or ground water used for drinking water from the Songcheon, the Dongil, the Okdong, the Dongjung and the Hwacheon mine areas was 3E-3, 8E-4, 7E-4, 2E-4 and 1E-4, respectively.

• 한국산림과학회지
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• 제106권4호
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• pp.473-479
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• 2017

본 연구는 유실수, 특용수, 산채 및 고로쇠 등을 주업으로 임업만 생산했을 경우와 자연순환농법으로 닭을 방사하여 키우는 산지양계와 결합한 복합경영일 경우의 조수입이 어느 정도 향상되었는지를 분석하였다. 연구대상지는 충청북도 충주시, 경상북도 경산시, 강원도 화천군에 위치하고 있는 3곳의 산지양계 복합경영 현장실연 임가이다. 그리고 현장 면담조사를 통해 2015년도 기준의 경영비와 조수입을 조사하여 산지양계의 비용구조와 경영성과를 비교 분석하였다. 연구결과, 충주는 조수입이 25,608,000원, 경영비가 20,217,571원으로 소득은 5,390,429원으로 분석되었고, 경산은 조수입이 33,950,000원, 경영비가 18,655,714원으로 소득은 15,494,286원인 것으로 나타났다. 화천은 조수입이 31,850,000원, 경영비가 13,143,000원으로 소득은 18,707,000원이었다. 그리고 판매량과 비용이 일치하는 손익분기 판매량은 충주는 617마리, 경산은 125마리, 화천은 63마리로 나타났다. 1마리당 가격에서 차지하는 원가율은 충주는 79%를 차지하였고, 경산은 55%, 화천은 41%를 차지하였고 이에 따른 마진율은 충주는 21%, 경산은 45%, 화천은 59%로 나타났다. 또한 산지양계복합경영의 소득효과는 조수입 기준으로 평가한 결과, 임업만 주업으로 할 때 보다 충주가 16%, 경산이 18% 그리고 화천이 11%로 증가한 것으로 나타났다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.1666-1670
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• 2006

The purpose of this study is to analyze how a downstream channel is affected in case of hypothetical dam failure. The object of it is Hwacheon dam basin within the basin of North Han river. This study has analyzed the influence on Pyeonghwa(Peace) dam and Hwacheon dam supposing that the Imnam dam in North Korea on the upper stream of North Han river is failed hypothetically at the MFWL(maximum flood water level) by a deluge of rain. The model applied at the main study is NWS(National Weather Service) FLDWAV(Flood Wave Routing Model). Dam breach characteristics data are analyzed by making nine hypothetical scenarios on the basis of other studies on the shape and size of dam breach, time of failure and so on. Expected peak discharge through the breach is verified to have the propriety in comparison with empirical function which is developed on the basis of the case of dam breach in the foreign countries and it is observed that peak discharge is more increasing, as the time of breach gets shorter and the breach width gets bigger. As a result of main study, even though the Imnam dam is hypothetically failed down, there has no influence on the Hwacheon dam of the downstream as the extended Pyeonghwa dam on the downstream controls the volume of discharge properly.