STABILITY EVALUATION OF BREAKWATER INNER SLOPE UNDER OVERPASSING, BASED ON PHYSICAL MODELING AND COMPARING WITH EXPERIMENTAL RELATIONS (CASE STUDY: BREAKWATERS IN ANZALI PORT DEVELOPMENT PLAN)

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Mousavi Behnam S.A.; SAADATKHAH N.; HAJ MOMENI A.

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Seminar Paper

Paper Information

Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Year:2012 | Issue:10

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Title

STABILITY EVALUATION OF BREAKWATER INNER SLOPE UNDER OVERPASSING, BASED ON PHYSICAL MODELING AND COMPARING WITH EXPERIMENTAL RELATIONS (CASE STUDY: BREAKWATERS IN ANZALI PORT DEVELOPMENT PLAN)

Author(s)

Mousavi Behnam S.A. | SAADATKHAH N. | HAJ MOMENI A.

Keywords

BREAKWATER

PHYSICAL MODEL

INNER SLOPE STABILITY

OVERPASSING

Abstract

THE PRESENT ARTICLE INVESTIGATES THE EFFECT OF OVERPASSING ON STABILITY OF BASIN’ LEFT SLOPE ON BREAKWATER SECTION BASED ON TWO-DIMENSIONAL PHYSICAL MODELING OF BREAKWATERS IN IN ANZALI PORT DEVELOPMENT PLAN. AFTER GIVING SOME DETAILS ABOUT PRIMARY PLAN OF ANZALI PORT BREAKWATER, THE RESULT OF PHYSICAL MODELING WILL BE PRESENTED. THE RESULT REVEALS THE INSTABILITY OF BASIN-WARD SLOPE WHICH WAS INFLUENCED BY OVERPASSING ON THE FIRST SECTION OF THE WEST BREAKWATER. THE SOLUTIONS SUGGESTED FOR STABILIZATION OF THIS PART OF BREAKWATER SECTION ARE: USING ARMOUR WITH HIGHER TONNAGE AND EVEN USING XBLOCK CONCRETE ARMOUR ON BASIN-WARD SLOPE AND INCREASING THE CREST LEVEL. THE EXPERIMENTS ON THE SUGGESTED SOLUTIONS SHOW THAT USING JUST TWO OF THOSE SUGGESTIONS (USING CONCRETE ARMOUR AND INCREASING THE CREST LEVEL) ENSURES THE INNER SLOPE STABILITY AND IN CONDITION OF USING STONY ARMOUR WITH HIGHER TONNAGE, THERE WILL BE THE POSSIBILITY OF SLIPPAGE AND STONE MOVEMENT. MOREOVER, THE EXPERIMENTAL RELATIONSHIPS FOR CONTROLLING THE INNER SLOPE STABILITY OF BREAKWATER SECTION, WHICH WERE MENTIONED IN VARIOUS SOURCES, ARE PRESENTED AND COMPARED WITH THE RESULTS OF PHYSICAL MODEL EXPERIMENTS.

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APA: Copy

Mousavi Behnam, S.A., SAADATKHAH, N., & HAJ MOMENI, A.. (2012). STABILITY EVALUATION OF BREAKWATER INNER SLOPE UNDER OVERPASSING, BASED ON PHYSICAL MODELING AND COMPARING WITH EXPERIMENTAL RELATIONS (CASE STUDY: BREAKWATERS IN ANZALI PORT DEVELOPMENT PLAN). INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). SID. https://sid.ir/paper/907666/en

Vancouver: Copy

Mousavi Behnam S.A., SAADATKHAH N., HAJ MOMENI A.. STABILITY EVALUATION OF BREAKWATER INNER SLOPE UNDER OVERPASSING, BASED ON PHYSICAL MODELING AND COMPARING WITH EXPERIMENTAL RELATIONS (CASE STUDY: BREAKWATERS IN ANZALI PORT DEVELOPMENT PLAN). 2012. Available from: https://sid.ir/paper/907666/en

IEEE: Copy

S.A. Mousavi Behnam, N. SAADATKHAH, and A. HAJ MOMENI, “STABILITY EVALUATION OF BREAKWATER INNER SLOPE UNDER OVERPASSING, BASED ON PHYSICAL MODELING AND COMPARING WITH EXPERIMENTAL RELATIONS (CASE STUDY: BREAKWATERS IN ANZALI PORT DEVELOPMENT PLAN),” presented at the INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS). 2012, [Online]. Available: https://sid.ir/paper/907666/en

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