Archive image from page 180 of Designing a U-style mooring for. Designing a U-style mooring for use with current meters. . designingustylem00picc Year: 1972 5. Stretch is computed by elongation formula using the average of tensions at the top and bottom of each line section. 6. Sections are 'joined' together mathematically for purposes of plotting (Figure B-14). SS(l) /section 1 section 2 SS(3) FIGURE B-l - SECTIONS ARE JOINED TOGETHER MATHEMATICALLY TO FORM THE MOORING CONFIGURATION. 7. If top meter is not where it should be, the computer goes to step 2 and extends unstretched line sectio
Archive image from page 180 of Designing a U-style mooring for. Designing a U-style mooring for use with current meters. . designingustylem00picc Year: 1972 5. Stretch is computed by elongation formula using the average of tensions at the top and bottom of each line section. 6. Sections are 'joined' together mathematically for purposes of plotting (Figure B-14). SS(l) /section 1 section 2 SS(3) FIGURE B-l - SECTIONS ARE JOINED TOGETHER MATHEMATICALLY TO FORM THE MOORING CONFIGURATION. 7. If top meter is not where it should be, the computer goes to step 2 and extends unstretched line sections by one percent and recomputes steps 3 to 7. 8. Computer now goes to step 3 with a smaller current profile and with the final unstretched line lengths frozen into the program. A more detailed treatment of the REEL program follows: C Weights, areas, and drag coefficients were entered in the computer, as before. W(I) : DO Current values were determined for each foot depth from zero to 500 feet below sea level. DO Same as above, for 500 to 690 feet below sea level. DO Same as above, for 690 to 1800 feet below sea level. The above three DO loops used the current speed profile that is shown in Figure B-2.
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