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| LEADER |
00000cam a2200000Ka 4500 |
| 001 |
in00002596607 |
| 005 |
20151201120102.0 |
| 006 |
m f d |
| 007 |
cr unu|||||||| |
| 008 |
100426s2010 txu sbm 000 0 eng d |
| 035 |
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|a (OCoLC)ocn609419508
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| 035 |
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|a (OCoLC)609419508
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| 035 |
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|a (TxCM)http://hdl.handle.net/1969.1/ETD-TAMU-3139
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| 040 |
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|a TXA
|c TXA
|d UtOrBLW
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| 049 |
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|a TXAM
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| 099 |
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|a 2008
|a Thesis
|a 1969.1/ETD-TAMU-3139
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| 100 |
1 |
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|a Loder, Nicholas Mason.
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| 245 |
1 |
3 |
|a An evaluation of the potential of coastal wetlands for hurricane surge and wave energy reduction /
|c by Nicholas Mason Loder.
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| 264 |
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1 |
|a [College Station, Tex.] :
|b [Texas A&M University],
|c [2010]
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| 300 |
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|a 1 online resource.
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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| 338 |
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|a online resource
|b cr
|2 rdacarrier
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| 500 |
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|a "Major Subject: Civil Engineering"
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| 500 |
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|a Title from author supplied metadata (automated record created 2010-03-12 12:08:51).
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| 502 |
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|b Master of Science
|c Texas A&M University
|d 2008
|o http://hdl.handle.net/1969.1/ETD-TAMU-3139
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| 504 |
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|a Includes bibliographical references.
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| 516 |
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|a Text (Thesis)
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| 520 |
3 |
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|a Given the past history and future risk of storm surge in the United States, alternative storm protection techniques are needed to protect vital sectors of the economy and population, particularly within southeastern Louisiana. It is widely hypothesized that coastal wetlands offer protection from storm surge and wave action, though the extent of this protection is unknown due to the complex physics behind vegetated flow dynamics. This thesis presents numerical modeling results that estimate the relative sensitivity of waves and storm surge to characteristics embodied by coastal wetlands. An idealized grid domain and 400 km2 (20 km by 20 km) marsh feature provide a controlled environment for evaluating marsh characteristics, including bottom friction, elevation, and continuity. Marsh continuity is defined as the ratio of healthy marsh area to open water area within the total wetland area. It is determined that increased bottom friction reduces storm surge levels and wave heights. Through the roughening of the bottom from sandy to covered with tall grass, it is estimated that waves may be dampened by up to 1.2 m at the coast, and peak surge may be reduced by as much as 35%. The lowering of marsh elevation generally increases wave heights and decreases surge levels, as expected. A 3.5 m decrease in marsh elevation results in as much as a 2.6 m increase in wave height, and up to a 15% decrease in surge levels. Reductions in marsh continuity enhance surge conveyance into and out of the marsh. For storms of low surge potential, surge is increased by as much as 70% at the coast due to decreasing marsh continuity from 100% to 50%, while for storms of high surge potential, surge is decreased by 5%. This indicates that for storms of high surge potential, a segmented marsh may offer comparable surge protection to that of a continuous marsh. Wave heights are generally increased within the marsh due to the transmission of wave energy through marsh channels. Results presented in this thesis may assist in the justification of coastal wetland mitigation, and optimize marsh restoration in terms of providing maximum storm protection.
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| 500 |
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|a Electronic resource.
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| 650 |
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4 |
|a Major civil engineering.
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| 653 |
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|a storm surge
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| 653 |
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|a marsh
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| 653 |
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|a hurricane
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| 653 |
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|a stwave
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| 653 |
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|a wetlands
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| 653 |
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|a restoration
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| 653 |
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|a adcirc
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| 700 |
1 |
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|a Irish, Jennifer L.,
|e thesis advisor.
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| 856 |
4 |
0 |
|u http://hdl.handle.net/1969.1/ETD-TAMU-3139
|z Link to OAK Trust copy
|t 0
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| 948 |
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|a cataloged
|b h
|c 2010/4/26
|d c
|e jhennen
|f 12:35:44 pm
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| 994 |
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|a C0
|b TXA
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| 999 |
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|a MARS
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| 999 |
f |
f |
|s 5c04b864-d675-3e4d-b34d-bb509197acd3
|i 44d752f5-dd91-3fc0-a512-817a42388c0b
|t 0
|
| 952 |
f |
f |
|a Texas A&M University
|b College Station
|c Electronic Resources
|d Available Online
|t 0
|e 2008 Thesis 1969.1/ETD-TAMU-3139
|h Other scheme
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| 998 |
f |
f |
|a 2008 Thesis 1969.1/ETD-TAMU-3139
|t 0
|l Available Online
|