日本地球惑星科学連合2018年大会

講演情報

[EE] 口頭発表

セッション記号 A (大気水圏科学) » A-HW 水文・陸水・地下水学・水環境

[A-HW20] 流域の物質輸送と栄養塩循環-人間活動および気候変動の影響-

2018年5月21日(月) 09:00 〜 10:30 コンベンションホールB(CH-B) (幕張メッセ国際会議場 2F)

コンビーナ:齋藤 光代(岡山大学大学院環境生命科学研究科)、小野寺 真一(広島大学大学院総合科学研究科)、細野 高啓(熊本大学大学院先導機構、共同)、Adina Paytan(University of California Santa Cruz)、座長:細野 高啓(熊本大学先導機構)

09:00 〜 09:15

[AHW20-12] Modelling Surface and Shallow Groundwater Interactions in Cimanuk Catchment Area using the SWAT Model

★Invited Papers

*Ridwansyah Iwan1Yulianti Meti1 (1.Research Center for Limnology Indonesian Institute of Sciences)

キーワード:SWATモデル、流域、水文、チマヌク川

Cimanuk River with total catchment area 3.752 km2 that flow from Garut Regency to Indramayu Delta is the longest river in West Java Province. Cumulative effects of climate change, increased population, agribusiness, and fish farming in the coastal area are continuing to put pressure on availability of water resources. Furthermore, the construction of Cipali toll road and Kertajati are expected to generate more extensive settlement growth, leading to increased demand for land conversion from agricultural into settlements. This study aimed to analyze the availability of water in coastal areas of Indramayu influenced by Jatigede Reservoir, the second largest reservoir in Indonesia, using SWAT model. SWAT is physically based distributed hydrological model that can be used for many purposes, particularly in the simulation of water balance and watershed management. This study was conducted using flow record (2005 – 2008), and land use data (2010 – 2011). The result of this study show values of calibration for the upstream area was R2 = 0.7 and The Nash Sutcliffe efficiency (NSE) of 0.6, whereas in the downstream R2 (0.52) and NSE (0.44). The modeling period show that the main sources of water in Cimanuk catchment area are total surface runoff and lateral flow (60.9%). Base-flow contributes 39.1% to the total runoff and the recharge value to deep aquifer is 24.96 mm/year. The predicted values of water balance in the coastal area illustrate a minimum percentage of base flow were 6 % in January (wet season) while in the dry season the river flow dominated by 91 – 96 % of base flow.