Javascript must be enabled to continue!
Sand Beach Nourishment: Experience from the Mediterranean Coast of Israel
View through CrossRef
Beach nourishment along the Mediterranean coast of Israel represents a new approach to mitigate coastal erosion by adding suitable sand to threatened beaches. This ‘soft’ solution has become more environmentally and economically acceptable than traditional ‘hard’ solutions, such as seawalls, revetments, detached breakwaters and groins. Beach nourishment projects have been implemented on the Israeli coast north of Ashdod Port (2011), north of Ashkelon Marina (2015) and in the south of Haifa Bay (2016–2017). The performance of these projects was analyzed and compared with nourishment projects along the Mediterranean beaches of Italy, France and Spain. Despite a lack of detailed documentation on most of the European nourishment projects, they proved more durable than the Israeli projects, which were compromised when the imported sand eventually washed offshore. Key factor for the Israeli projects’ failure include the unsuitable morphology of the beaches; insufficient unit sand volume (m3/m—volume of nourished sand per meter of the beach length); and imported sand that was too fine versus native sand. The unique physical conditions of the Israeli coast specifically, its open shelf and straight coastline subject to relatively high waves with a very long fetch—also contributed to the poor durability of the nourishment. To improve durability on future projects: imported grain size should be at least 1.5–2.0 times the native sand; unit sand volume should be 400–500 m3/m; and supporting measures should be utilized as appropriate.
Title: Sand Beach Nourishment: Experience from the Mediterranean Coast of Israel
Description:
Beach nourishment along the Mediterranean coast of Israel represents a new approach to mitigate coastal erosion by adding suitable sand to threatened beaches.
This ‘soft’ solution has become more environmentally and economically acceptable than traditional ‘hard’ solutions, such as seawalls, revetments, detached breakwaters and groins.
Beach nourishment projects have been implemented on the Israeli coast north of Ashdod Port (2011), north of Ashkelon Marina (2015) and in the south of Haifa Bay (2016–2017).
The performance of these projects was analyzed and compared with nourishment projects along the Mediterranean beaches of Italy, France and Spain.
Despite a lack of detailed documentation on most of the European nourishment projects, they proved more durable than the Israeli projects, which were compromised when the imported sand eventually washed offshore.
Key factor for the Israeli projects’ failure include the unsuitable morphology of the beaches; insufficient unit sand volume (m3/m—volume of nourished sand per meter of the beach length); and imported sand that was too fine versus native sand.
The unique physical conditions of the Israeli coast specifically, its open shelf and straight coastline subject to relatively high waves with a very long fetch—also contributed to the poor durability of the nourishment.
To improve durability on future projects: imported grain size should be at least 1.
5–2.
0 times the native sand; unit sand volume should be 400–500 m3/m; and supporting measures should be utilized as appropriate.
Related Results
The fate of beach nourishment sand placed on the Florida East Coast
The fate of beach nourishment sand placed on the Florida East Coast
Over 100 million yd3 of sand have been placed on Florida east coast beaches since the start of widespread beach nourishment in 1970. What has been the fate of this sand? Has it lar...
Sand Production Management
Sand Production Management
Abstract
Sand production may be inevitable in many fields that have a relatively lower formation strength. Sand erosion and settling predictions and sand monitori...
Monitoring beach nourishment evolution using satellite data: the case of Vale do Lobo (Portugal) 
Monitoring beach nourishment evolution using satellite data: the case of Vale do Lobo (Portugal) 
Increasing pressure on the coastal zone, driven by urbanization and related adoption of hard engineering protection structures, has frequently contributed to a gradual amplificatio...
Beach response due to sand nourishment on the east coast of Malaysia
Beach response due to sand nourishment on the east coast of Malaysia
The Cempedak Bay beach stability assessment was performed by comparing the spatial and temporal pattern of beach variability before and after sand nourishment. The analysis of temp...
Evaluating the Sand-Trapping Efficiency of Sand Fences Using a Combination of Wind-Blown Sand Measurements and UAV Photogrammetry at Tottori Sand Dunes, Japan
Evaluating the Sand-Trapping Efficiency of Sand Fences Using a Combination of Wind-Blown Sand Measurements and UAV Photogrammetry at Tottori Sand Dunes, Japan
Fences are commonly used in coastal regions to control wind-blown sand. Sand-trapping fences and sand-stabilizing fences have been installed at the Tottori Sand Dunes, Tottori Pref...
A Sand Failure Test Can Cut Both Completion Costs And The Number Of Developement Wells
A Sand Failure Test Can Cut Both Completion Costs And The Number Of Developement Wells
Abstract
The objective of this Sand Failure Test was to determine whether initial sand control is necessary on a poorly consolidated gas field, or whether it can ...
Quantifying rates of coastal progradation from sediment volume using GPR and OSL: the Holocene fill of Guichen Bay, south‐east South Australia
Quantifying rates of coastal progradation from sediment volume using GPR and OSL: the Holocene fill of Guichen Bay, south‐east South Australia
AbstractGuichen Bay on the south‐east coast of South Australia faces west towards the prevailing westerly winds of the Southern Ocean. The bay is backed by a 4 km wide Holocene bea...
Sand Monitoring in Gas Wells: Enhanced Methodology of Sand Sampling via Combination of Online Sand Sampler and Acoustic Sand Monitors to Determine Max Sand Free Rates for Identification of Quick Gain Opportunities and to Quantify Sand Production
Sand Monitoring in Gas Wells: Enhanced Methodology of Sand Sampling via Combination of Online Sand Sampler and Acoustic Sand Monitors to Determine Max Sand Free Rates for Identification of Quick Gain Opportunities and to Quantify Sand Production
Abstract
Sand production from wells are one of the operators’ biggest nightmare as the cascading effect can cause some major harm to the surface equipment as well as...

