1.江允智、蕭松山、方惠民、謝宜辰(2008)。淡水河口南岸至臺北港北防坡堤間短期海岸地形變遷數值模擬。第30屆海洋工程研討會論文集。
2.交通部中央氣象局,潮汐表,中華民國105年。https://www.cwb.gov.tw/V7/service/notice/download/publish_20151002092938.pdf
3.林哲震(2007)。淡水河口水舌擺盪動力機制之研究。國立中央大學水文科學研究所碩士論文。4.林聖烈(2006)。淡水河口環流與淡水舌之研究。國立中央大學水文科學研究所碩士論文。5.林曉武(2001)。淡水河系底泥重金屬之沉降通量與垂直變化。行政院環保署底泥重金屬之調查及管制策略研析期末報告。EPA-90-U1G1-02-105。
6.柳文成、許銘熙、李俊賢(2006)。河口與近岸三維懸浮泥砂傳輸之發展與現場調查研究(I)。行政院國家科學委員會專題研究計畫精簡報告。
7.陳沛蓉(2014)。淡水河河口之水理特性及地形演變分析。國立中央大學土木工程學系碩士論文。8.張君名、方惠民、蕭松山、李亭葦(2015)。粒子追蹤模式應用於水河口海域流場之分析。第37屆海洋工程研討會論文集。
9.張裕弦、劉景毅(2015)。淡水河口輸砂與地形變千模擬研究。第37屆海洋工程研討會論文集。
10.溫志中、張君名、賴進松、林永峻、李忻芸(2015)。淡水河流量對河口地形變遷影響研究。第37屆海洋工程研討會論文集。
11.經濟部水利署。水文年報http://gweb.wra.gov.tw/wrhygis/
12.錢樺、王仲豪、鄭皓元、張志強、陳佳琳、張智勝(2018)。聯網技術與河川表面流速觀測之應用。臺灣農田水利期刊「接受」。
13.蘇聖芳(2006)。淡水河口潮流垂直結構與分層之效應。國立中山大學海洋物理研究所碩士論文。14.Booij, N., Ris, R. C., Holthuijsen, L. H. (1999), A third‐generation wave model for coastal regions: 1. Model description and validation. J. Geophys. Res., 108, 7649-7666.
15.Dean, R. G., Dalrymple, R. A. (1991). Water Wave Mechanics for Engineers and Scientists. Advanced Series on Ocean Engineering, 2, 368.
16.Geyer, W. R., and MacCready, P. (2014). The Estuarine Circulation. Annu. Rev. Fluid Mech., 46, 175-97.
17.Geyer, W. R., and Ralston, D. K. (2015). Estuarine Frontogenesis. JOURNAL OF PHYSICAL OCEANOGRAPHY, 45, 546-561, doi:10.1175/JPO-D-14-0082.1.
18.Gottlieb, S., Shu, C. W., and Tadmore, E. (2001), Strong stability-preserving high-order time discretization methods. SIAM Review, 43(1), 89-112.
19.Huang, J. C., Lee, T. Y., Lin, T. C., Hein, T., Lee, L. C., Shih, Y. T. & Lin, N. H. (2016). Effects of different N sources on riverine DIN export and retention in a subtropical high-standing island, Taiwan. Biogeosciences, 13(6), 1787-1800.
20.Lacy, J. R. , Stacey, M. T. , Burau, J. R. , Monismith, S. G. (2003). Interaction of lateral baroclinic forcing and turbulence in an estuary. J. Geophys. Res., 108, 3089; doi:10.1029/2002JC001392.
21.Liu, W. C., Chen, W. B., Cheng, R. T., Hsu, M. H., Kuo, A. Y. (2007). Modeling the influence of river discharge on salt intrusion and residual circulation in Danshuei River estuary, Taiwan. Continental Shelf Research, 27, 900–921
22.Longuet-Higgins, M. S., Stewart, R. W. (1964). Radiation stresses in water waves; a physical discussion, with applications. Deep Sea Research and Oceanographic Abstracts, 11 (4), 529-562.
23.MacCready, P. and Geyer, W. R. (2010). Advances in Estuarine Physics. Annu. Rev. Mar. Sci., 2, 35-58.
24.Putrevu, U., and Svendsen, I. A. (1999). Three-dimensional dispersion of momentum in wave-induced nearshore currents. Eur. J. of Mech. B/Fluids, 18(3), 409-427.
25.Ralston, D. K., Geyer, W. R., and Lerczak J. A. (2010). Structure, variability, and salt flux in a strongly forced salt wedge estuary. Journal of geophysical research, 115, C06005, doi:10.1029/2009JC005806.
26.Ralston, D. K., Geyer, W. R., Lerczak, J. A. (2008). Subtidal salinity and velocity in the Hudson River estuary: observations and modeling. J. Phys. Oceanogr, 28, 753–70.
27.Shi, F., Kirby J. T., Hsu, T. J., Chen. J. L., and Ryan. M. (2013). NearCoM-TVD A Hybrid TVD Solver for the nearshore community model documentation and user’s manual. No. CACR-13-06
28.Shi, F., Sun, W., and Wei, G. (1997). A WDM method on generalized curvilinear grid for calculation of storm surge flooding. Applied Ocean Research, 19(5-6), 275-282.
29.Shi, F., Svendsen, I. A., Kirby, J.T., and Smith, J. M. (2003). A curvilinear version of a Quasi-3D nearshore circulation model. Coastal Engineering, 49(1-2), 99-124.
30.Shi, F., Sun, W. (1995). A variable boundary model of storm surge flooding in generalized curvilinear grids. International Journal for Numerical Methods in Fluids, 21(8), 642-651.
31.Shi, F., Kirby, J. T., Harris, J. C., Geiman, J. D., and Grilli, S. T. (2012). A high-order adaptive time-stepping TVD solver for Boussinesq modeling of breaking waves and coastal inundation. Ocean Modelling, 43-44, 36-51, doi:10.1016/j.ocemod.2011.12.004.
32.Shi, F., Kirby, J. T., Tehranirad, B. and Harris, J. C. (2011). FUNWAVE-TVD, user’s manual and benchmark tests. Center for Applied Coastal Research Report, No. CACR 2011-04, University of Delaware, Newark, Delaware.
33.Simpson, J. E., and Linden, P. F. (1989). Frontogenesis in a fluid with horizontal density gradients. J. Fluid Mech., 202, 1–16, doi:10.1017/S0022112089001072.
34.Simpson, J. H., and Nunes, R. A. (1981). The tidal intrusion front: An estuarine convergence zone. Estuarine Coastal Shelf Sci., 13, 257–266, doi:10.1016/S0302-3524(81)80024-2.
35.Svendsen, I. A., and Putrevu, U. (1990). Nearshore circulation with 3-D profiles. Coastal Engineering Proceedings, 22, doi:10.9753/icce.v22.%25p.
36.Stacey M. T., and Ralston, D. K. (2005). The scaling and structure of the estuarine bottom boundary layer. J. Phys. Oceanogr., 35, 55–71.