A new model for predicting three-dimensional beach changes by expanding Hsu and Evans' equation |
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| Authors: | Takaaki Uda Masumi Serizawa Takayuki Kumada Kazuya Sakai |
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| Institution: | 1. Public Works Research Center, 1-6-4 Taito, Taito, Tokyo 110-0016, Japan;2. Coastal Engineering Laboratory Co. Ltd., 1-22-301 Wakaba, Shinjuku, Tokyo 160-0011, Japan;3. Laboratory of Aquatic Science Consultant Co. Ltd., Meishin Bldg., 1-14-1 Kami-ikedai, Ota-ku, Tokyo 145-0064, Japan |
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| Abstract: | The empirical bay shape model proposed by Hsu and Evans in 1989 for predicting the static planform of a pocket beach is expanded to enable the calculation of three-dimensional beach changes on a pocket beach with a seawall. The original formulation was developed on the basis of a second-order regression analysis. Unlike the one-line model of shoreline changes, the model of Hsu and Evans does not require repeated calculations of the wave field and shoreline position, because it was derived on the assumption of null sediment movement within a pocket beach in static equilibrium, hence without the need of applying the continuity condition of total sand volume in the calculation. The expanded model proposed by the present authors satisfies the total sand budget on a pocket beach, by taking into account the concept of depth change due to longshore sand transport. Model tests were carried out and the new model was further applied to the beach changes at Kemigawa on the northeast of Tokyo Bay in Chiba Prefecture, as well as at Oarai in Ibaraki Prefecture, Japan. On both locations, seawall has been installed as countermeasures against beach erosion, where wave sheltering effect of the main breakwater and beach changes in front of the seawall has also been observed. With this expansion, the present model can be applied to predict the three-dimensional beach changes on a coast with seawall on a pocket beach. |
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| Keywords: | Pocket beach Headland-bay beaches Bottom contours Numerical model Seawall Three-dimensional beach changes |
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