1. 1) Naudascher, E. : Hydrodynamic Forces, Hydraulic Structures Design Manual, Vol. 3, pp. 247-257, 1991.
2. 2) 藤山宗,中矢哲郎:底流と越流が複合したチェックゲートの水理特性に関する実験的研究,土木学会論文集 B1(水工学),Vol. 75,No. 2,pp. I_457-I_462,2019. [Fujiyama, S. and Nakaya, T.: Experimental study of the hydraulic characteristics of a check gate combining underflow and overflow, Jour. of JSCE, Ser.B1 (Hydraulic Engineering), Vol. 75, No. 2, pp. I_457-I_462, 2019.]
3. 3) 藤山宗,中矢哲郎:複合型チェックゲートの流量係数の定式化に関する実験的研究,2020年度(第69回)農業農村工学会大会講演会講演要旨集,pp. 445-446,2020. [Fujiyama, S. and Nakaya, T.: Experimental study on formulation of the coefficient of discharge of a check gate combining orifice and weir, Proc. of the 69th Annual meeting of SIDRE (2020), The Japanese Society of Irrigation, Drainage and Rural Engineering, pp. 445-446, 2020.]
4. 4) 藤山宗,中矢哲郎,浪平篤:末端用水路における水位調節施設としての複合セキの適用性に関する実験的研究,農業農村工学会令和3年度応用水理研究部会講演集,pp. 27-31,2021. [Fujiyama, S., Nakaya, T. and Namihira, A.: Experimental study on water level control method using a check structure combining weir and orifice in a farm ditch, Proc. of the Reiwa 3 year Conference on the Applied Hydraulic Research Group, The Japanese Society of Irrigation, Drainage and Rural Engineering, pp. 27-31, 2021.]
5. 5) Ferro, V. : Simultaneous flow over and under a gate, Jour. of Irrigation and drainage Engineering, ASCE, Vol. 126, No. 3, pp. 190-193, 2000.