Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model

Yan Xiang; Zhi-min Fu; Ying Meng; Kai Zhang; Zheng-fei Cheng

doi:10.1016/j.wse.2019.08.002

Volume 12 Issue 3

Sep. 2019

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > Water Science and Engineering > 2019 > 12(3): 179-187

Yan Xiang, Zhi-min Fu, Ying Meng, Kai Zhang, Zheng-fei Cheng. 2019: Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model. Water Science and Engineering, 12(3): 179-187. doi: 10.1016/j.wse.2019.08.002

Citation:

Yan Xiang, Zhi-min Fu, Ying Meng, Kai Zhang, Zheng-fei Cheng. 2019: Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model. Water Science and Engineering, 12(3): 179-187. doi: 10.1016/j.wse.2019.08.002

Citation:

PDF( 6684 KB)

Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model

doi: 10.1016/j.wse.2019.08.002

Yan Xiang^{a,b,c,*
,
,},
Zhi-min Fu^d,
Ying Meng^a,b,
Kai Zhang^a,b,c,
Zheng-fei Cheng^a

a Dam Safety Management Center of Ministry of Water Resources, Nanjing Hydraulic Research Institute, Nanjing 210029, China
b State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Nanjing Hydraulic Research Institute, Nanjing 210029, China
c Key Laboratory of Failure Mechanism and Safety Control Techniques of Earth-Rock Dam, Ministry of Water Resources,Nanjing Hydraulic Research Institute, Nanjing 210029, China
d College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China

Funds: This work was supported by the National Key Research and Development Program of China (Grants No. 2016YFC0401603, 2016YFC0401605, and 2016YFC0401607), and the Central Public-interest Scientific Institution Basal Research Fund (Grants No. Y717012 and Y718007).

More Information

Corresponding author: Yan Xiang
Received Date: 2019-04-22
Rev Recd Date: 2019-07-09

Abstract

Abstract

Plain reservoirs are shallow, and have low dams and widespread water surfaces. Therefore, wind-wave-induced damage to the dam is one of the important factors affecting the safety of the reservoir. To improve upon unsatisfactory plain reservoir wave-clipping schemes, a numerical method is proposed to predict and analyze waves in the reservoir in the presence of artificial islands, constructed from dredged sediment. The MIKE21 SW model is applied to a specific plain reservoir for finding the optimal artificial island parameters. The simulated wave height attenuation results are seen to agree well with empirically predicted values. Thus, the validity and reliability of the numerical model are established. Artificial islands at suitable locations in the reservoir can attenuate the wave heights by approximately 10% to 30%, which justifies the efficacy of the clipping scheme making use of dredging and island construction.
- Plain reservoirs,
- Sediment deposition,
- Clipping via island construction,
- MIKE21 SW,
- Numerical simulation

FullText(HTML)

References(22)

References

Ayat, B., 2013. Wave power atlas of Eastern Mediterranean and Aegean Seas. Energy 54, 251–262. https://doi.org/10.1016/j.energy.2013.02.060.

Bi, F., Song, J., Wu, K., Xu, Y., 2015. Evaluation of the simulation capability of the Wavewatch III model for Pacific Ocean wave. Acta Oceanol. Sin. 34(9), 43–57. https://doi.org/10.1007/s13131-015-0737-1.

Booij, N., Holthuijsen, L.H., Ris, R.C., 1997. The “Swan” wave model for shallow water. In: Proceedings of the 25th International Conference on Coastal Engineering. American Society of Civil Engineers, Orlando, pp. 668–676. https://doi.org/10.1061/9780784402429.053.

Bouma, T.J., De Vries, M.B., Low, E., Peralta, G., Tánczos, I.C., Van de Koppel, J., Herman, P.M.J., 2005. Trade-offs related to ecosystem engineering: A case study on stiffness of emerging macrophytes. Ecology 86(8), 2187–2199. https://doi.org/10.1890/04-1588.

Bradley, K., Houser, C., 2009. Relative velocity of seagrass blades: Implications for wave attenuation in low-energy environments. J. Geophys. Res. Earth Surf. 114, F01004. https://doi.org/10.1029/2007JF000951.

Danish Hydraulic Institute (DHI) Water and Environment, 2017. Mike 21 Spectral Wave Module Scientific Documentation. Hørsholm.

Fonseca, R.B., Gonçalves, M., Guedes Soares, C., 2017. Comparing the performance of spectral wave models for coastal areas. J. Coast. Res. 33(2), 331–346. https://doi.org/10.2112/JCOASTRES-D-15-00200.1.

Koftis, T., Prinos, P., Stratigaki, V., 2013. Wave damping over artificial Posidonia oceanica meadow: A large-scale experimental study. Coast. Eng. 73, 71–83. https://doi.org/10.1016/j.coastaleng.2012.10.007.

Li, J.F.,, Qi, Y.X., Sun, J., 2006. The primary discussion on calculation method of reservoir crest superelevation in the plain area. Journal of Northwest Hydroelectric Power 22(5), 41–43 (in Chinese).

Li, Y., Huang, Z., Zhang, J.F., Wu, W.J., Zhang, C.F., Zhao, Q.F., 2014. Application and verification of sea wave forecast by WAVEWATCH III model in the Bohai Sea of China. J. Meteorol. Environ. 30(1), 23–29 (in Chinese). https://doi.org/10.3969 /j.issn.1673-503X.2014.01.004.

Noujas, V., Thomas, K.V., Ajeesh, N.R., 2017. Shoreline management plan for a protected but eroding coast along the southwest coast of India. J. Sediment Res. 32, 495–505. https://doi.org/10.1016/j.ijsrc.2017.02.004.

Papaioannou, I., Gao, R.P., Rank, E., Wang, C.M., 2013. Stochastic hydroelastic analysis of pontoon-type very large floating structures considering directional wave spectrum. Probabilistic Engineering Mechanics 33, 26–37. https://doi.org/10.1016/j.probengmech.2013.01.006.

Suh, K.D., Jung, H.Y., Pyun, C.K., 2007. Wave reflection and transmission by curtainwall-pile breakwaters using circular piles. Ocean Eng. 34(14-15), 2100–2106. https://doi.org/10.1016/j.oceaneng.2007.02.007.

Tang, G.Q., Chen, C.Q., Zhao, M., Lu, L., 2015. Numerical simulation of flow past twin near-wall circular cylinders in tandem arrangement at low Reynolds number. Water Sci. Eng. 8(4), 315–325. https://doi.org/10.1016/j.wse.2015.06.002.

Wang, C.M., Tay, Z.Y., 2011. Hydroelastic analysis and response of pontoon-type very large floating structures. Lecture Notes in Computational Science and Engineering. 73, 103–130. https://doi.org/10.1007/978-3-642-14206-2_5.

Wang, W.Y., He, Q.Q., Yang, J., 2013. Numerical simulation research of wave with a return period of 50 years in the Hangzhou Bay. Journal of Marine Sciences. 31(4), 44–48 (in Chinese).

Xiang, Y., Fu, S.Y., Zhu, K., Yuan, H., Fang, Z.Y., 2017. Seepage safety monitoring model for an earth rock dam under influence of high-impact typhoons based on particle swarm optimization algorithm. Water Sci. Eng. 10(1), 70–77. https://doi.org/10.1016/j.wse.2017.03.005.

Xie, D.M., Zou, Q.P., Cannon, J.W., 2016. Application of SWAN+ADCIRC to tide-surge and wave simulation in Gulf of Maine during Patriot’s Day storm. Water Sci. Eng. 9(1), 33–41. https://doi.org/10.1016/j.wse.2016.02.003.

Yang, X.C., Zhang, Q.H., 2013. Joint probability distribution of winds and waves from wave simulation of 20 years (1989–2008) in Bohai Bay. Water Sci. Eng. 6(3), 296–307. https://doi.org/10.3882/j.issn.1674-2370.2013.03.006.

Yu, D.Y., Li, L., 2017. Study on wave diffraction of artificial island with different elements. The Ocean Engineering. 35(1), 105-111, 120 (in Chinese). https://doi.org/10.16483/j.issn.1005-9865.2017.01.012.

Zheng, D.X., Zhou, R.X., Jin, R.Q., Zheng, L., 2009. Discussion on the calculation method of plain reservoir wave run-up. Yellow River 3, 86–87 (in Chinese).

Zhu, D.T., 2013. Full wave solution for hydrodynamic behaviors of pile breakwater. China Ocean Eng. 27(3), 323–334. https://doi.org/10.1007/s13344-013-0028-6.

Relative Articles

	Pei-de Liang, Jun Chen, Teng Wu, Jing Yan. 2025: Hydraulic characteristics of a large rotation-angle baffle-drop shaft through synergetic discharge from dry and wet sides. Water Science and Engineering, 18(1): 115-124. doi: 10.1016/j.wse.2024.08.002
	Heng-zhi Jiang, Yong-peng Ji, Ming-liang Zhang. 2023: Modeling impact of culture facilities on hydrodynamics and solute transport in marine aquaculture waters of North Yellow Sea. Water Science and Engineering, 16(1): 26-35. doi: 10.1016/j.wse.2022.10.005
	Jie Lin, Ji-sheng Zhang, Ke Sun, Xing-lin Wei, Ya-kun Guo. 2020: Numerical analysis of seabed dynamic response in vicinity of mono-pile under wave-current loading. Water Science and Engineering, 13(1): 74-82. doi: 10.1016/j.wse.2020.02.001
	Xiao-dong Liu, Ling-qi Li, Peng Wang, Zu-lin Hua, Li Gu, Yuan-yuan Zhou, Lu-ying Chen. 2019: Numerical simulation of wind-driven circulation and pollutant transport in Taihu Lake based on a quadtree grid. Water Science and Engineering, 12(2): 108-114. doi: 10.1016/j.wse.2019.05.001
	Xi-bin Huang, Qing Wang. 2018: Numerical models and theoretical analysis of supercritical bend flow. Water Science and Engineering, 11(4): 338-343. doi: 10.1016/j.wse.2018.12.002
	Jin-hai Zheng, Jin-cheng Wang, Chun-yan Zhou, Hong-jun Zhao, Sang Sang. 2017: Numerical simulation of typhoon-induced storm surge along Jiangsu coast, Part II: Calculation of storm surge. Water Science and Engineering, 10(1): 8-16. doi: 10.1016/j.wse.2017.03.011
	Wei-jun Cen, Lang-sheng Wen, Zi-qi Zhang, Kun Xiong. 2016: Numerical simulation of seismic damage and cracking of concrete slabs of high concrete face rockfill dams. Water Science and Engineering, 9(3): 205-211. doi: 10.1016/j.wse.2016.09.001
	Mohammad Mohsin, Deo Raj Kaushal. 2016: 3D CFD validation of invert trap efficiency for sewer solid management using VOF model. Water Science and Engineering, 9(2): 106-114. doi: 10.1016/j.wse.2016.06.006
	Sheng Qiang, Zhi-qiang Xie, Rui Zhong. 2015: A p-version embedded model for simulation of concrete temperature fields with cooling pipes. Water Science and Engineering, 8(3): 248-256. doi: 10.1016/j.wse.2015.08.001
	He-fang JING, Chun-guang LI, Ya-kun GUO, Li-jun ZHU, Yi-tian LI. 2014: Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River. Water Science and Engineering, 7(2): 194-207. doi: 10.3882/j.issn.1674-2370.2014.02.007
	Yong-tao WANG, Zhong-min YAN, Hui-min WANG. 2013: Numerical simulation of low-Reynolds number flows past two tandem cylinders of different diameters. Water Science and Engineering, 6(4): 433-445. doi: 10.3882/j.issn.1674-2370.2013.04.007
	Wen-xin HUAI, Wan-yun XUE, Zhong-dong QIAN. 2013: Numerical simulation of slurry jets using mixture model. Water Science and Engineering, 6(1): 78-90. doi: 10.3882/j.issn.1674-2370.2013.01.006
	Rasool GHOBADIAN, Kamran MOHAMMADI. 2011: Simulation of subcritical flow pattern in 180^o uniform and convergent open-channel bends using SSIIM 3-D model. Water Science and Engineering, 4(3): 270-283. doi: 10.3882/j.issn.1674-2370.2011.03.004
	Lin HAN, Zi-ming ZHANG, Zhi-qiang NI. 2011: Application of SSOR-PCG method with improved iteration format in FEM simulation of massive concrete. Water Science and Engineering, 4(3): 317-328. doi: 10.3882/j.issn.1674-2370.2011.03.008
	Shu-he WEI, Liao-jun ZHANG. 2010: Vibration analysis of hydropower house based on fluid-structure coupling numerical method. Water Science and Engineering, 3(1): 75-84. doi: 10.3882/j.issn.1674-2370.2010.01.008
	Ning HE, Zhen-xing ZHAO. 2010: Theoretical and numerical study of hydraulic characteristics of orifice energy dissipator. Water Science and Engineering, 3(2): 190-199. doi: 10.3882/j.issn.1674-2370.2010.02.007
	Li-ping CHEN, Jun-cheng JIANG. 2010: Experiments and numerical simulations on transport of dissolved pollutants around spur dike. Water Science and Engineering, 3(3): 341-353. doi: 10.3882/j.issn.1674-2370.2010.03.010
	Ze-gao YIN, Xian-wei Cao, Hong-da SHI, Jian MA. 2010: Numerical simulation of flow past circular duct. Water Science and Engineering, 3(2): 208-216. doi: 10.3882/j.issn.1674-2370.2010.02.009
	Cheng-gang LU, Zhou-hu WU, Guo-feng HE, Jie ZHU, Gui-yong XIAO. 2010: Numerical simulation of sediment deposition thickness at Beidaihe International Yacht Club. Water Science and Engineering, 3(3): 313-320. doi: 10.3882/j.issn.1674-2370.2010.03.007
	Zheng Jinhai, H. Mase, Li Tongfei. 2008: Modeling of random wave transformation with strong wave-induced coastal currents. Water Science and Engineering, 1(1): 18-26 . doi: 10.3882/j.issn.1674-2370.2008.01.003

Supplements(0)

Cited By

Cited by

Periodical cited type(12)

1.	Alturfi, U.A.S.M., Shukur, A.-H.K. Modeling Optimal Locations of Breakwaters to Mitigate Wind-Induced Waves in Bahar Al-Najaf Depression Using MIKE21. International Journal of Safety and Security Engineering, 2024, 14(1): 233-240. doi:10.18280/ijsse.140123
2.	Luu, D.V., Doan, T.N.C., Le Nguyen, K. et al. Simulation of the Hydrodynamic Regime of Aquaculture Development Zones Within Binh Dinh, Vietnam. Environmental Science and Engineering, 2023. doi:10.1007/978-3-031-17808-5_5
3.	Cai, T.-Y., Ye, C., Li, C.-H. et al. Quantitative delimitation of radiant belt toward lake of lake-terrestrial ecotone. Environmental Sciences Europe, 2022, 34(1): 38. doi:10.1186/s12302-022-00615-1
4.	Wang, X., Xiao, X., Qin, Y. et al. Improved maps of surface water bodies, large dams, reservoirs, and lakes in China. Earth System Science Data, 2022, 14(8): 3757-3771. doi:10.5194/essd-14-3757-2022
5.	Landmann, J., Hammer, T.C., Günther, H. et al. Large-scale investigation of wave dampening characteristics of organic, artificial floating islands. Ecological Engineering, 2022. doi:10.1016/j.ecoleng.2022.106691
6.	Wang, F., Zhou, Y. Numerical simulation of typhoon waves in Sanmen Bay. 2022. doi:10.1109/ICGMRS55602.2022.9849329
7.	Gao, Y., Na, X., Li, W. The impact of water supplement on habitat suitability for breeding red-crowned cranes. Ecological Informatics, 2021. doi:10.1016/j.ecoinf.2021.101463
8.	Xue, M.-A., Jiang, Z., Hu, Y.-A. et al. Numerical study of porous material layer effects on mitigating sloshing in a membrane LNG tank. Ocean Engineering, 2020. doi:10.1016/j.oceaneng.2020.108240
9.	Pelikán, P., Hubačíková, V., Kaletová, T. et al. Comparative assessment of different modelling schemes and their applicability to inland small reservoirs: A central europe case study. Sustainability (Switzerland), 2020, 12(24): 1-14. doi:10.3390/su122410692
10.	Henny, C., Jasalesmana, T., Kurniawan, R. et al. The effectiveness of integrated floating treatment wetlands (FTWs) and lake fountain aeration systems (LFAS) in improving the landscape ecology and water quality of a eutrophic lake in Indonesia. IOP Conference Series: Earth and Environmental Science, 2020, 535(1): 012018. doi:10.1088/1755-1315/535/1/012018
11.	Xue, M.-A., Kargbo, O., Zheng, J. Seiche oscillations of layered fluids in a closed rectangular tank with wave damping mechanism. Ocean Engineering, 2020. doi:10.1016/j.oceaneng.2019.106842
12.	Huang, C., Huang, M., Hu, T. et al. Storage-runoff response of cascade reservoirs in mainstream of Lhasa River \| [拉萨河干流梯级水库库容-径流响应关系]. Advances in Science and Technology of Water Resources, 2020, 40(1): 64-70. doi:10.3880/j.issn.1006-7647.2020.01.010

Other cited types(3)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (550) PDF downloads(528)

Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model

doi: 10.1016/j.wse.2019.08.002

Abstract

References

Relative Articles

Cited by

Periodical cited type(12)

Other cited types(3)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Analysis of wave clipping effects of plain reservoir artificial islands based on MIKE21 SW model

doi: 10.1016/j.wse.2019.08.002

Abstract

References

Relative Articles

Cited by

Periodical cited type(12)

Other cited types(3)

Proportional views

Catalog

通讯作者: 陈斌, bchen63@163.com

Article Metrics

Proportional views

Related

Export File

Citation

Format

Content