Short Term Impoundment of Longshore Sediment Transport
Short Term Impoundment of Longshore Sediment Transport
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In our eReader you can find the full English version of the book. Read Short Term Impoundment of Longshore Sediment Transport Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Short Term Impoundment of Longshore Sediment Transport
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It was sometimes possible to create a spilling wave condition in the basin which was less prone to form rips; however, the introduction of a groyne usually perturbed the surf zone sufficiently such that an irregularly spaced rip field eventually appeared.
After several trials, a spilling wave condition was established which did not exhibit visually discernable runouts or rips within about one and a half surf zone widths along the beach. Breaking wave height was just under 1 m with a period of 5....1 seconds and shoreline angle of 10.8°. The complete surf conditions are listed in Table 7-1. The beach was screeded and equilibrated with three hours of the above-described wave conditions, the pre-impoundment survey loop was executed, a low- profile groyne was installed near the downdrift end of the rip-free section of beach, 186 minutes of waves were run, and the post-impound- ment survey loop was taken. A cross-shore strip of fluorescent tracer sand was injected about 40 m updrift of the groyne 36 minutes before the end of the test.
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You can find similar books in the "Read Also" column, or choose other free books by Bodge, Kevin R., 1958- to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
It was sometimes possible to create a spilling wave condition in the basin which was less prone to form rips; however, the introduction of a groyne usually perturbed the surf zone sufficiently such that an irregularly spaced rip field eventually appeared.
After several trials, a spilling wave condition was established which did not exhibit visually discernable runouts or rips within about one and a half surf zone widths along the beach. Breaking wave height was just under 1 m with a period of 5....1 seconds and shoreline angle of 10.8°. The complete surf conditions are listed in Table 7-1. The beach was screeded and equilibrated with three hours of the above-described wave conditions, the pre-impoundment survey loop was executed, a low- profile groyne was installed near the downdrift end of the rip-free section of beach, 186 minutes of waves were run, and the post-impound- ment survey loop was taken. A cross-shore strip of fluorescent tracer sand was injected about 40 m updrift of the groyne 36 minutes before the end of the test.
What to read after Short Term Impoundment of Longshore Sediment Transport?
You can find similar books in the "Read Also" column, or choose other free books by Bodge, Kevin R., 1958- to read onlineMoreLess
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