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Coastal Subsidence Study 2005
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Coastal Subsidence Study 2005
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12/9/2011 3:40:29 PM
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From the data (Figure 3-6), there were four areas (marked by arrows) where water <br />breached the roadway on that date. The thickness of the arrows is a rough indication of <br />the magnitude of the breach. Note also that the inundation in some areas may have gone <br />further in than the first row of houses mauka of Waiopae Road. However the mixing of <br />water with tidal ponds, the limited access and thick brush prevented any significant <br />determination for the more inland lots. <br />Figure 3-6 - Inundation recorded on August 17, 2005 with the use of two satellite GPS units <br />(RVR1 and RVR2). High Tide was 3.17 meters from NOAA tide charts. Wind speed was 6.6 <br />meters per second and significant wave heights were 1.97 meters as measured from the ocean <br />buoy southeast of Hilo. Arrows indicate where breaches in the road occurred. The width of the <br />arrows is a qualitative indication of the size of the channel. The close proximity of the GPS units <br />confirm the recorded position. For later discussion in this Chapter, only RVR2 will be utilized. <br />The August 17, 2005 data was then compared with another high tide event on <br />July 10, 2006 when the tide charts indicated a 3.13 high tide. This would be almost <br />the same as the predicted tide for August 17, 2005 (3.17 high tide). It would be of <br />interest to see how the extent of inundation changed over 11 months. Given that the <br />July 10, 2006 high tide event was slightly lower, all things remaining the same, the <br />inundation should be slightly less. <br /> 3.2 Field Trip – July 10, 2006 <br /> Although the contract for Kapoho called for only one site visit, two were made. <br />On July 10, 2006 another field trip to the Kapoho Vacationland subdivision was made <br />with Dennis Hwang, Dr. James Foster, his assistant technical helper Shanna Dacanay, <br />and Hawaii County Planner Larry Brown. The purpose of this site visit was to <br />23 <br /> <br />
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