Field measurements and numerical modeling for the run-up heights and inundation distances of the 2011 Tohoku-oki tsunami at Sendai Plain, Japan

Abstract. Tools for estimating probabilities of flooding hazards caused by the simultaneous effect of sea level and waves are needed for the secure planning of densely populated coastal areas that are strongly vulnerable to climate change. In this paper we present a method for combining location-specific probability distributions of three different components: (1) long-term mean sea level change, (2) short-term sea level variations, and (3) wind-generated waves. We apply the method in two locations in the Helsinki Archipelago to obtain run-up level estimates representing the joint effect of the still water level and the wave run-up. These estimates for the present, 2050 and 2100 are based on field measurements and mean sea level scenarios. In the case of our study locations, the significant locational variability of the wave conditions leads to a difference in the safe building levels of up to one meter. The rising mean sea level in the Gulf of Finland and the uncertainty related to the associated scenarios contribute significantly to the run-up levels for the year 2100. We also present a sensitivity test of the method and discuss its applicability to other coastal regions. Our approach allows for the determining of different building levels based on the acceptable risks for various infrastructure, thus reducing building costs while maintaining necessary safety margins.

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Field measurements, sediment tracer study, and numerical modeling at Coos Bay Inlet, Oregon

10.21079/11681/27606 ◽

2018 ◽

Author(s):

Honghai Li ◽

Tahirih Lackey ◽

Tanya Beck ◽

Hans Moritz ◽

Katharine Groth ◽

...

Keyword(s):

Numerical Modeling ◽

Field Measurements ◽

Tracer Study ◽

Coos Bay ◽

Sediment Tracer

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Numerical Modeling of Wave Propagation, Breaking and Run-Up on a Beach

Lecture Notes in Computational Science and Engineering - Advanced Computational Methods in Science and Engineering ◽

10.1007/978-3-642-03344-5_13 ◽

2009 ◽

pp. 373-401 ◽

Cited By ~ 2

Author(s):

G. S. Stelling ◽

M. Zijlema

Keyword(s):

Numerical Modeling ◽

Wave Propagation ◽

Run Up

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Soft Soil Amplification of Ambient Seismic Noise – Field Measurements and Numerical Modeling of H/V Ratios

First EAGE Passive Seismic Workshop - Exploration and Monitoring Applications ◽

10.3997/2214-4609.201402564 ◽

2006 ◽

Cited By ~ 1

Author(s):

M. Lambert ◽

B. Steiner ◽

S. M. Schmalholz ◽

R. Holzner ◽

E. H. Saenger

Keyword(s):

Numerical Modeling ◽

Seismic Noise ◽

Soft Soil ◽

Field Measurements ◽

Ambient Seismic Noise ◽

Soil Amplification ◽

Noise Field

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Coastal Engineering Analysis, Field Measurements, Numerical Modeling and Design for the Optimized Extension of the Beach in Ras Al-Ardh Area, Salmiya, Kuwait

Volume 7A: Ocean Engineering ◽

10.1115/omae2019-95236 ◽

2019 ◽

Author(s):

S. Neelamani ◽

Bassam N. Shuhaibar ◽

Khaled Al-Salem ◽

Yousef Al-Osairi ◽

Qusaie E. Karam ◽

...

Keyword(s):

Numerical Modeling ◽

Sandy Beach ◽

Field Measurements ◽

Beach Nourishment ◽

Beach Sand ◽

Design Parameters ◽

Model Study ◽

Sea Bed ◽

Waves And Currents ◽

Tourism Enterprises

Abstract Maintaining and retaining a quality sandy beach is a primary requirement for attracting people and tourists in any coastal country. Tourism Enterprises Company (TEC) in Kuwait owns 230 m long sandy beach in Ras Al-Ardh Sea Club, Salmiya, Kuwait. The beach has been eroding because of strong hydrodynamics forces from waves and currents. TEC wants to develop a stable sandy beach of 30 m wide. Kuwait Institute for Scientific Research (KISR), Kuwait is assigned to carry out the required scientific studies. In order to make sure a stable quality beach will exist, KISR has carried out the needed studies, which involves the field measurements such as bbathymetry survey, current and tidal variations, physical characteristics of beach soil, beach and sea bed profile, establishing the design parameters such as waves, currents, tide and wind. Hydrodynamic model study using DELFT3D model for the present and for the proposed extended groin conditions with beach nourishment were carried out. Also numerical modeling using GENESIS model to understand the future shore line changes due to the proposed development was carried out. Design of Groins to estimate the weight of armor units and weight of inner layers were carried out. The particle size and quantity of sand needed for reclamation of 30 m wide beach was estimated. Based on the study, it is recommended that the sandy soil to be used for 30 m wide beach nourishment should have D50 greater than 0.42 mm (say 0.5 mm) and D10 greater than 0.25 mm. The borrow pit much be selected by keeping this soil characters in mind. It is recommended to use a submerged offshore breakwater in order to retain the beach sand in place and for reducing the maintenance nourishment. Otherwise, large quantity of the capital nourished beach sand will escape into the deeper water due to strong current coupled with waves and steep seabed slopes. Environmental Impact Study was carried out as per Kuwait Environment Public Authority requirements to bring out the impacts due to beach filling and the construction submerged offshore barrier and extension of east groin for a distance of 30 m. TEC will implement the recommendations for developing the beach in Ras Al-Ardh sea club and will be useful to attract more people to use this beach.

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Study of Current- and Wave-Induced Sediment Transport in the Nowshahr Port Entrance Channel by Using Numerical Modeling and Field Measurements

Journal of Marine Science and Engineering ◽

10.3390/jmse8040284 ◽

2020 ◽

Vol 8 (4) ◽

pp. 284 ◽

Cited By ~ 1

Author(s):

Ayyuob Mahmoodi ◽

Mir Ahmad Lashteh Neshaei ◽

Abbas Mansouri ◽

Mahmood Shafai Bejestan

Keyword(s):

Numerical Modeling ◽

Caspian Sea ◽

Recirculation Zone ◽

Numerical Models ◽

Field Measurements ◽

Sediment Sources ◽

The Caspian Sea ◽

Access Channel ◽

Negative Impacts ◽

Wave Induced

The Nowshahr port in the southern coastlines of the Caspian Sea is among the oldest northern ports of Iran, first commissioned in the year 1939. In recent years, this port has been faced with severe sedimentation issues in and around its entrance that has had negative impacts on the operability of the port. The present study aims at identifying major reasons for severe sedimentation in the port entrance. First, field measurements were evaluated to gain an in-depth view of the hydrodynamics of the study area. Numerical models then were calibrated and validated against existing field measurements. Results of numerical modeling indicated that wind-induced current is dominant in the Caspian Sea. The numerical results also indicated that in the case of an eastward current direction, the interaction between current and the western breakwater arm would lead to the formation of a separation zone and a recirculation zone to the east of the port entrance region. This eddying circulation could transport suspend settled sediments from eastern shoreline towards the port entrance and its access channel. The results of this paper are mostly based on the study of current patterns around the port in the storm conditions incorporate with the identification of sediment sources.

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True and apparent spectra of buried polarizable targets

Geophysics ◽

10.1190/1.1441648 ◽

1984 ◽

Vol 49 (2) ◽

pp. 171-176 ◽

Cited By ~ 7

Author(s):

D. Guptasarma

Keyword(s):

Numerical Modeling ◽

Phase Shift ◽

Host Rock ◽

Field Measurements ◽

Phase Spectrum ◽

Complex Frequency ◽

Minimum Phase ◽

Dilution Factor ◽

Shift Type ◽

Phase Spectra

If the chargeability of a buried target is not infinitesimal, the popularly used low chargeability approximation formulated by Seigel (1959) can produce large errors in the computation of apparent polarizability spectra. A more accurate alternative approximation, based on a complex, frequency dependent “dilution factor” is presented. It turns out that for dispersions of the minimum phase shift type this approximation can be somewhat simplified and that for targets with such a dispersion, buried in a nondispersive host rock, the apparent log‐phase spectrum is only slightly different from a vertically shifted version of the true phase spectrum of the target. These results should be useful for the computation of apparent polarizabilities in numerical modeling for IP, and in attempts for mineral discrimination through field measurements of phase spectra.

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