1. 1) 国士交通省:河川砂防技術基準維持管理編,http://www.mlit.go.jp/river/shishin_guideline/gijutsu/gijutsukijunn/ijikanri/kasen/pdf/gijutsukijun.pdf, 2011. [Ministry of Land, Infrastructure, Transport and Tourism Kasen sabo kijyun ijikanri-hen, http://www.mlit.go.jp/river/shishin_guideline/gijutsu/gijutsukijunn/ijikanri/kasen/pdf/gijutsukijun.pdf, 2011]
2. 2) 山本晃ー:沖積河川ー構造と動態ー,技報堂出版,2010.[Yarnarnoto, K.: Alluvial rivers -Structure and Dynarnics -, Gihodo shuppan, 2010]
3. 3) 福岡捷二 : 札内川の河道変遷を考慮した治水と環境の詞和した安定な河道縦・横断形状に関する研究,研究紀要(XXIV), 北海道河川財団,pp. 123-164, 2013. [Fukuoka, S.: Study of stable cross-sectional forms harrnonizing the flood control and river envirorunent in the Satsunai River, Research Bulletin (XXIV), Hokkaido Rivers Foundation, pp. 123-164, 2013.]
4. 4) 重枝未玲,秋山壽一郎,伊藤翔吾:安定河道条件に基づく河道変動特性の評価と護岸被災リスク評価のためのパラメータの検討,士木学会論文集B1(水工学),Vol. 77, No. 2, pp. I_397-402, 2021. [Shige-eda, M. Akiyama, J., Itou, S.: Estimation of the characteristics of river channel variation based on stable channel conditions and investigation of the effective parameters for estimating revetment failure risk, Journal of Japan Society of Civil Engineers, Ser. B1(Hydraulic Engineering), Vol. 77, No. 2, pp. I_397-402, 2021.]
5. 5) 重枝未玲,伊藤翔吾,濱田信吾,戸田祐胴,椿涼太,内田龍彦:安定河道横断面形状を基準とした河道の応答の把握に関する実険的検討,土木学会論文集B1(水工学),Vol. 78, .No. 2, pp. I_1105-1110, 2022. (Shige-eda, M. Ito, S., Hamada, S., Toda, Y., Tubaki, R. and Uchida, T.: Experimental study on the response of a river channel based on a stable river channel geometry, Journal of Japan Society of Civil Engineers, Ser. B1(Hydraulic Engineering), Vol. 78, No. 2, pp. I_1105-1110, 2022.]