Abstract
The Yamadazeki Barrage, located in Fukuoka Prefecture, Japan, is an oblique weir that was constructed at the middle reach of the Chikugo River in 1790 and is still operational. The weir was recognized as a World Heritage Irrigation Structures by the International Commission on Irrigation and Drainage. This study used hydraulic analyses of the Yamadazeki Barrage to understand its function. Two-dimensional shallow water equations were utilized for the hydraulic analyses, and the calculated velocity distribution under ordinary flow conditions (approximately 40 m3/s) showed good agreement with the measured data. In addition, the bedload transport rate was calculated from the water velocity and depth distributions using the Ashida-Michiue formula to simulate riverbed variations. The results suggested that there was slight erosion and deposition in the vicinity of the weir under ordinary flow conditions. In contrast, under flood flows of approximately 3500 m3/s, riverbed variations occurred in most of the calculation area, with extensive erosion and deposition of more than 2.0 m over 24 h. To reevaluate the structural functions of the Yamadazeki Barrage, elimination scenarios of both the Southern Ship Way and the Sand Sluiceway, which are considered important sand removers, were determined and analyzed. These scenarios revealed that the flow became unstable, and riverbed variations were significant. Therefore, these structural elements stabilized the water flow and maintained a safe and reliable water withdrawal. Additionally, the relevance of the weir structures, which was carefully calculated and designed to match the river flow rate and water level, was evaluated numerically.
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References
Ashida K, Michiue M (1972) Study on hydraulic residence bed-load transport rate resistance in alluvial streams. Proc. Jpn Soc Civil Eng 206:59–69. https://doi.org/10.2208/jscej1969.1972.206_59
Duan JG, Nanda SK (2006) Two-dimensional depth-averaged model simulation of suspended sediment concentration distribution in a groyne field. J Hydrol 327:426–437. https://doi.org/10.1016/j.jhydrol.2005.11.055
Egiazaroff IV (1965) Calculation of nonuniform sediment concentrations. J Hydraul Diveision, ASCE HY 4:225–247. https://doi.org/10.1061/JYCEAJ.0001277
FAO, IFAD, UNICEF, WFP, and WHO (2021) The State of Food Security and Nutrition in the World 2021. Transforming Food Systems for Food Security, Improved Nutrition and Affordable Healthy Diets for All. Food and Agriculture Organization, p. 240.
Garres-Díaz J, Fernández-Nieto ED, Narbona-Reina G (2022) A semi-implicit approach for sediment transport models with gravitational effects. Appl Math Comput 421:126938. https://doi.org/10.1016/j.amc.2022.126938
Glover TJ (1997) Pocket Reference, second ed. Sequoia Publishing, Inc.
Hinokidani O (1998a) Numerical method for two-dimensional bed-level variation (Part-1). J Jpn Soc Eros Control Eng 50:82–88. https://doi.org/10.11475/sabo1973.50.5_82
Hinokidani O (1998b) Numerical method for two-dimensional bed-level variation (Part-2). J Jpn Soc Eros Control Eng 50:70–76. https://doi.org/10.11475/sabo1973.50.6_70
Ibusuki A, Yamamoto K, Kobayashi I, Kitaoka T, Watanabe K (2003) A proposal on river survey models and cross section interpolation. J Appl Comput Civ Eng 12:43–52. https://doi.org/10.2208/journalac2003.12.0_43
Im D, Kang H, Kim KH, Choi SU (2011) Changes of river morphology and physical fish habitat following weir removal. Ecol Eng 37:883–892. https://doi.org/10.1016/j.ecoleng.2011.01.005
International Commission on Irrigation and Drainage (2012) Register of ICID world heritage irrigation structures (WHIS) the Yamadazeki Barrage. https://www.icid.org/HisMore.php?ID=29.(Accessed 27 Jan 2023).
Iwagaki Y (1956) (I) Hydrodynamical study on critical tractive force. Trans Jpn Soc Civ En. https://doi.org/10.2208/jscej1949.1956.41_1
Iwaya T (2007) Functions and configurations on the oblique weir in Japan. Hist Stud Civ Eng 26:25–58. https://doi.org/10.11532/journalhs2004.26.45
Kato O (2009) The only existing large-scale stone weir in japan (Chikugo River: the Yamada weir and the Horikawa aqueduct). Water Land Environ Eng 77(10):48–49 ((in Japanese))
Kim SK, Choi SU (2019) Ecological evaluation of weir removal based on physical habitat simulations for macroinvertebrate community. Ecol Eng 138:362–373. https://doi.org/10.1016/j.ecoleng.2019.08.003
Mashino M (2005) Functions of stone pitching composition for Yamada eeir in Chikugo river. Water Land Environ Eng 73:35–38. https://doi.org/10.11408/jjsidre1965.73.35
McCarron CJ, Van Landeghem KJJ, Baas JH, Amoudry LO, Malarkey J (2019) The hiding-exposure effect revisited: a method to calculate the mobility of bimodal sediment mixtures. Mar Geol 410:22–31. https://doi.org/10.1016/j.margeo.2018.12.001
Nakamura T (2007) A doctor, builds irrigation canal: confronting the world’s fictions, a challenge from the land in Afghanistan, Sekifusha. (in Japanese).
Nakamura T (2018) The afghan green ground project learning traditional irrigation methods and reviving agriculture. Peace (Japan) Medical Services & Peshawar-Kai. (in Japanese).
Nakamura T (2019) The long-desired Yamada weir model, to be completed - Kama weir, nine years after completion, Amidst Widespread Hunger Due to Drought-. Peshawar Kai 139. (in Japanese). http://www.peshawar-pms.com/kaiho/139nakamura.html. (Accessed 27 Jan 2023)
Namihira A, Takaki K, Goto M, Kobayashi H (2012) Comparative study on numerical simulation method for depth-averaged flow and river bed variation in generalized coordinate system. Bull Natl Inst Rural Eng 51:165–193. https://doi.org/10.24514/00002240
Noori BMA (2020) Hydraulic performance of circular crested oblique weirs. Ain Shams Eng J 11:875–888. https://doi.org/10.1016/j.asej.2020.02.014
Norouzi R, Arvanaghi H, Salmasi F, Farsadizadeh D, Ghorbani MA (2020) A new approach for oblique weir discharge coefficient prediction based on hybrid inclusive multiple model. Flow Meas Instrum 76:101810. https://doi.org/10.1016/j.flowmeasinst.2020.101810
Ozawa T (2017) The yamada weir Asakura city, Fukuoka prefecture. Water Land Environ Eng 85:74–75 ((in Japanese))
Smagorinsky J (1963) General circulation experiments with the primitive equations. Mon Weather Rev 91:99–164. https://doi.org/10.1175/1520-0493(1963)091%3C0099:GCEWTP%3E2.3.CO;2
Tabata T, Inoue M, Hiramatsu K, Harada M (2019) Hydraulic analysis of sediment transportation in Yamada weir located in Chikugo river, Japan, in:. 38th IAHR World Congress – “Water 38th IAHR World Congress – “Water: Connecting the World.”:3602–3611. https://doi.org/10.3850/38WC092019-1240.
Takemoto Y, Tanaka M (1994) Recent developments in computational-using various kinds of finite difference fluid dynamics techniques. Japanese Soc Irrig Drain Rural Eng 174:111–133. https://doi.org/10.11408/jsidre1965.1994.174_111
The Japanese Society of Irrigation, Drainage and Rural Engeeing (2010) The 7th Handbook for Irrigation, Drainage and Rural Environment. The Japanese Society of Irrigation, Drainage and Rural Engineering. (in Japanese)
Tsuji I, Nasu R, Fujita I, Tani K, Maeta H (2018) Effect of a weir aligned obliquely to the main flow direction of the Ichikawa river. J Jpn Soc Civ Eng Ser B1 (hydraulic Eng) 74:I_835-I_840. https://doi.org/10.2208/jscejhe.74.5_i_835
Van Pham C, Chua V (2020) Numerical simulation of hydrodynamic characteristics and bedload transport in cross sections of two gravel-bed rivers based on one-dimensional lateral distribution method. Int J Sediment Res 35:203–216. https://doi.org/10.1016/j.ijsrc.2019.12.001
Yan X, Rennie CD, Mohammadian A (2021) Numerical modeling of local scour at a submerged weir with a downstream slope using a coupled moving-mesh and masked-element approach. Int J Sediment Res 36:279–290. https://doi.org/10.1016/j.ijsrc.2020.06.007
Zavattero E, Du M, Ma Q, Delestre O, Gourbesville P (2016) 2D Sediment transport modelling in high energy river–application to Var River, France. Procedia Eng 154:536–543. https://doi.org/10.1016/j.proeng.2016.07.549
Zhang H, Wu W, Hu C, Hu C, Li M, Hao X, Liu S (2021) A distributed hydrodynamic model for urban storm flood risk assessment. J Hydrol 600:126513. https://doi.org/10.1016/j.jhydrol.2021.126513
Zhou M, Xia J, Deng S, Li Z (2022) Two-dimensional modeling of channel evolution under the influence of large-scale river regulation works. Int J Sediment Res 37:424–434. https://doi.org/10.1016/j.ijsrc.2022.02.005
Acknowledgements
We are deeply grateful to the Chikugo River Office, Kyushu Regional Development Bureau, Ministry of Land, Infrastructure, Transport and Tourism; Kyushu Regional Agricultural Administration Office, the Ministry of Agriculture, Forestry and Fisheries for providing geographic data for the Yamadazeki Barrage region when determining the flow conditions at the weir. This work was supported by JSPS Grants-in-Aid for Scientific Research (C) (Grant Numbers JP18H03968, JP21K05833 and 23K05447).
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Hizume, D., Tabata, T., Hiramatsu, K. et al. Hydraulic analyses using two-dimensional shallow water equations for functional evaluation of the Yamadazeki barrage in the Chikugo river, Japan. Paddy Water Environ 22, 109–123 (2024). https://doi.org/10.1007/s10333-023-00956-4
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DOI: https://doi.org/10.1007/s10333-023-00956-4