ML19329D788
| ML19329D788 | |
| Person / Time | |
|---|---|
| Site: | Crystal River, 05000303  |
| Issue date: | 08/24/1967 |
| From: | Morris P US ATOMIC ENERGY COMMISSION (AEC) |
| To: | Perez A FLORIDA POWER CORP. |
| Shared Package | |
| ML19329D789 | List: |
| References | |
| NUDOCS 8003170733 | |
| Download: ML19329D788 (1) | |
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F. W. Karas REG Reading Files R' S. Boyd and 50-303 g)G 2 41967 H. Shapar L. Kornblith, CO (2)
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y D. Skovholt Mr. A. P. Peres
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Yice President
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Document the ability of safety related structures to withstand the static and dynamic effects of the PMH and associated wave action without lo s s-o f-funct ion, and the ability of safety related equipment to operate during such an event; d.
Provide detailed computations of a PMH along a critical traverse which could produce the minimum water level at the site, and verify that sufficient pump suction would exist during such an event; c.
Provide documentation of the model studies of wave runup such as illustrations showing the runup as a function of stillwater level and wave height; f.
Determin2 whether wave action within the intahe and discharge ennals for the PMH can hava an adverse eff ect on safety related structures and ecuipment.
2.
Provide a map uhich shous the location of the publR water supplies tabulated on Figure 2-22.
Also show the location of any enisting or known potential future private wells within two miles of the site.
Tabulate similar data for the private wells.
Determine whether it is possible for existing ground water users, under advcrse conditions, to pump water from beneath the site.
Similarly, determine whether the ground water environment would allow future users to pull water frcm beneath the site.
, ~. PRELIMINARY SURGE ESTlMATES Forward Speed of Translation / Surge Elev.
4K/29.3 ft. (MLW)
Forward Speed of Translation / Surge Elev.
11K/ 32.1 f t.
(MLW)
Forward Speed of Translation / Surge Elev.
20K/35.4 ft. (Fr.W)
The surge stillwater estimates were based on bathystrophic storm tide theory as discussed in cur consultant's Technical Memorandun No. 35, "Stora Surge on the Open Coast:
Fundamentals and Simplified Prediction" by U.S. Army Corps of Enginee rs, Coastal Engineering Research Center; and "Es ti=ation of Hurricane Surge Hydrographs,"
by G. Marinos and J. W. Woodward, ASCE par r 5945, Mcy, 196S, WW2.
This is a nore accurate methed than was ganerally available during the PSAR stage.
The pro' cable mani=ua hurricane paraceters are frca NOAA Repo rt HUR 7-97.
Provide the following information to support the PMH surge and associated wave estinctes:
a.
Detailed coeputations of the FM2 surge stillwater level using probable maximum parameters and the' referenced bathystrophic stcra tide theory (or another cathod which can be substan-tiated), a cross section along the assumed fetch, and the hurricane track; b.
Estimate the critical significant and maximum (one percent) wave heights and resulting runup on safety related facilities in the spectrun of waves which can be associated with the PMH;
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