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2025 Vol.18, Issue 2 Preview Page

Original Article

30 June 2025. pp. 37-47
Abstract
References
1

Baek, Yoohyun, Jaehyun Ahn, and Hyonkook Cho. (2024). Study on the Improvement for Envelopment Curve of Probable Maximum Precipitation. Journal of Korea Water Resources Association. 57(10): 725-739.

10.3741/JKWRA.2024.57.10.725
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Gyeongsangbuk-do Province. (2019). Basic Plan for the Singwangcheon River.

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Gyeongsangbuk-do Province. (2024). Basic Plan for the Naengcheon and Other One River.

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Hwang, Juha, Shi Qiang, Hyungsan Kim, Seungjin Maeng, and Soonhyuk Lee. (2009). Characteristic Analysis of PMF by Parameter Estimation of HEC-HMS. Journal of the Korean Society of Agricultural Engineers. 51(6): 17-25.

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Intergovernmental Panel on Climate Change. (2021). IPCC Report 2021. Geneva: IPCC.

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Lee, Jongseo. (2005). Runoff Analysis of Reservoir Basin Using HEC-HMS. Master's Thesis. Hanbat National University.

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Lee, Kyungtaek. (2008). Optimal Reservoir Operation Systems during Flood Season considering the Downstream Effects. Master's Thesis. Kyungpook National University.

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Lee, Sangrok. (2010). Calculation for the Probable Maximum Flood of the Hapcheon Dam Watershed. Master's Thesis. Gyeong Sang National University.

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Ministry of Construction and Transport. (2004). Redrawing of the National PMP. Sejong: MOCT.

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Ministry of Environment. (2018). Long-Term Plan for the Dam Construction (2012~2021). Sejong: ME.

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Ministry of Environment. (2019). Guideline for the Estimation of Design Flood. Sejong: ME.

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Pohang City. (2017). Study on Dam Construction in Ocheon Hangsari Village.

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Pohang City. (2022). Comprehensive Plan for the Small Rivers in Pohang City (Middle Sector).

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Related Ministries. (2023). First National Water Management Master Plan (2021~2030).

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Yi, Jaeeung. (2004). Development of Optimal Operation Rule for Multipurpose Reservoirs system. Journal of Korea Water Resources Association. 37(6): 487-497.

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Korean References Translated from the English

1

건설교통부 (2004). 전국 PMP도 재작성. 세종: 건설교통부.

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경상북도 (2019). 신광천 하천기본계획.

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경상북도 (2024). 냉천외1개하천 하천기본계획.

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관계부처 합동 (2023). 제1차 국가물관리기본계획(2021~2030).

5

백유현, 안재현, 조현국 (2024). 가능최대강수량 포락곡선 개선방안 연구. 한국수자원학회 논문집. 57(10): 725-739.

10.3741/JKWRA.2024.57.10.725
6

이경택 (2008). 홍수기 저수지의 최적연계운영. 석사학위논문. 경북대학교.

7

이상록 (2010). 합천댐 유역의 가능최대홍수량 산정. 석사학위논문. 경상대학교.

8

이재응 (2004). 다목적댐의 연계운영을 위한 최적 운영률 개발. 한국수자원학회 논문집. 37(6): 487-497.

10.3741/JKWRA.2004.37.6.487
9

이종서 (2005). HEC-HMS를 이용한 댐 유역 유출해석. 석사학위논문. 한밭대학교.

10

포항시 (2017). 오천 항사리 댐건설 기본조사 및 사업계획 수립 용역.

11

포항시 (2022). 포항시 소하천정비종합계획 변경 및 지형도면고시용역(중부권역).

12

환경부 (2018). 댐건설장기계획(2012~2021). 세종: 환경부.

13

환경부 (2019). 홍수량 산정 표준지침. 세종: 환경부.

14

황주하, 시강, 김형산, 맹승진, 이순혁 (2009). HEC-HMS의 매개변수 선정에 따른 PMF 특성 분석. 한국농공학회 논문집. 51(6): 17-25.

Information
  • Publisher :Korean Society of Disaster and Security
  • Publisher(Ko) :한국방재안전학회
  • Journal Title :Journal of Korean Society of Disaster and Security
  • Journal Title(Ko) :한국방재안전학회 논문집
  • Volume : 18
  • No :2
  • Pages :37-47
  • Received Date : 2025-06-18
  • Revised Date : 2025-06-25
  • Accepted Date : 2025-06-26