. Collected reprints, Essa Institute for Oceanography. Oceanography 394 MONTHLY WEATHER REVIEW Vol. 94, No. 6 DIRECTION OF STORM MOTION (30 MPH). Figure 22.—The computed wind speed, in miles per liour, of a uniform rectilinear moving model storm. one end (a shelf) and the first node of the standing wave is located at the open end then, For the idealized basin used in this study, the mean depth of the basin is about 115 ft. and L=56 mi. T in this case is about hr. and in fair agreement with the numercially computed periods from figures 3 a-b (about hr.). The static height
. Collected reprints, Essa Institute for Oceanography. Oceanography 394 MONTHLY WEATHER REVIEW Vol. 94, No. 6 DIRECTION OF STORM MOTION (30 MPH). Figure 22.—The computed wind speed, in miles per liour, of a uniform rectilinear moving model storm. one end (a shelf) and the first node of the standing wave is located at the open end then, For the idealized basin used in this study, the mean depth of the basin is about 115 ft. and L=56 mi. T in this case is about hr. and in fair agreement with the numercially computed periods from figures 3 a-b (about hr.). The static height on the deep water open boundary is in- variant with time for a stationary storm, consequently node conditions prevail on the open boundary of the shelf. Reid [16], arrived at a shelf seiche period for a linear sloping depth basin of, J, g sm /3 = 0 where Jo is a Bessel function of the first kind and order zero. Lamb [10] arrives at the same function, with/=0, for a nonrotating sloping depth basin. If the first zero of this function is taken as a node at the open end of the basm, /"=^ and sin/3=200 mi., then T is about hr. REFERENCES Methods for Forecasting the Maximum Storm Tide Due to Hurricanes and Other Tropical Storms," Monthly Weather Re- view, vol. 85, No. 4, Apr. 1957, pp. 113-116. 2. H. E. Graham and G. N. Hudson, "Surface Winds Near the Center of Hurricanes (and other Cyclones)," NHRP Report Number 39, Weather Bureau, 1960, 200 pp. (see p. 123). 3. H. P. Greenspan, "The Generation of Edge Waves by Moving Pressure Distributions," Journal of Fluid Mechanics, vol. 1, No. 6, Dec. 1956, pp. 574-592. 4. W. Hansen, "Theorie zur Errechnung des Wasserstandes und der Stromungen in Randmeeren nebst Anwendungen," Tellus, vol. 8, No. 3, Aug. 1956, pp. 287-300. 5. D. L. Harris, "An Interim Hurricane Storm Surge Forecasting Guide," NHRP Report No. 32, Weather Bureau, 1959, 24 pp. 6. D. L. Harris, "C
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