Spatiotemporal variability of underwater sound fields near steep slopes

2012 ◽  
Vol 131 (4) ◽  
pp. 3391-3391
Author(s):  
Timothy F. Duda ◽  
Ying-Tsong Lin ◽  
Weifeng Gordon Zhang ◽  
Aurelien Ponte ◽  
Bruce D. Cornuelle
Keyword(s):  
Spatiotemporal Variability ◽  
Underwater Sound ◽  
Sound Fields ◽  
Steep Slopes

Predictability of Deterministic Underwater Sound Fields

1993 ◽  
Author(s):  
Michael G. Brown ◽  
Frederick D. Tappert
Keyword(s):  
Underwater Sound ◽  
Sound Fields

EFFECTS OF UNDERWATER SOUND FIELDS ON TISSUES CONTAINING GAS

Bioacoustics ◽  
2008 ◽  
Vol 17 (1-3) ◽  
pp. 299-301 ◽  
Author(s):  
DIANE DALECKI
Keyword(s):  
Underwater Sound ◽  
Sound Fields

scholarly journals Source localization in underwater sound fields

1994 ◽  
Vol 70 (3) ◽  
pp. 255-265 ◽  
Author(s):  
A. V. van den Berg ◽  
R. J. A. Buwalda
Keyword(s):  
Source Localization ◽  
Underwater Sound ◽  
Sound Fields

scholarly journals Source localization in underwater sound fields

1994 ◽  
Vol 70 (3) ◽  
pp. 255-265
Author(s):  
A. V. van den Berg ◽  
R. J. A. Buwalda
Keyword(s):  
Source Localization ◽  
Underwater Sound ◽  
Sound Fields

DEVELOPING AND SELECTING SLOPE STABILIZATION TECHNIQUES IN MANAGING SLOPE FAILURES

2016 ◽  
Vol 12 (4) ◽  
Author(s):  
Ari Sandyavitri
Keyword(s):  
Retaining Wall ◽  
Value Engineering ◽  
Rating Systems ◽  
Slope Stabilization ◽  
Rockfall Hazard ◽  
Proactive Approach ◽  
West Sumatra ◽  
Hazard Rating ◽  
Hazard Rating Systems ◽  
Steep Slopes

This paper objectives are to; (i) identification of risky slopes (within 4 Provinces in Sumatra including Provinces of Riau, West Sumatra, Jambi and South Sumatra encompassing 840 kms of the “Jalan Lintas Sumatra” highway) based on Rockfall Hazard Rating Systems (RHRS) method; (ii) developing alternatives to stabilize slope hazards, and (iii) selecting appropriate slopes stabilization techniques based on both proactive approach and value engineering one. Based on the Rockfall Hazard Rating Systems (RHRS) method, it was identified 109 steep slopes prone to failure within this highway section. Approximately, 15 slopes were identified as potential high-risk slopes (RHRS scores were calculated >200 points). Based on the proactive approach, seven riskiest slopes ware identified. The preferred stabilization alternatives to remedy most of these slopes are suggested as follow; either (i) a combination of retaining wall and drainage, or (ii) gabion structure and drainage. However, different approaches may yield different results, there are at least 2 main consideration in prioritizing slope stabilization; (i) based on the riskiest slopes, and(ii) the least expensive stabilization alternatives.

ECONOMIC AND SILVICULTURAL EFFICIENCY OF CREATION OF PROTECTIVE FOREST PLANTATIONS ON STEEP SLOPES

2018 ◽  
Vol 10 (4) ◽  
pp. 35-41
Author(s):  
P.N. Proyezdov ◽  
◽  
D.A. Mashtakov ◽  
A.N. Avtonomov ◽  
◽  
...  
Keyword(s):  
Forest Plantations ◽  
Protective Forest ◽  
Steep Slopes
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