{"public_id":"cl_bc6fdc49e184e64d5516e51e98af744d","status":"active","superseded_by_public_id":null,"corpus_id":219927786,"text":"Breach dimension and peak flow rate increase with increasing wave height, wave period, and upstream and downstream dike slopes.","confidence":0.95,"paper":{"corpus_id":219927786,"title":"Experimental Study on Sand Dike Breaching by Wave Overtopping","url":"https://sah.borca.ai/papers/219927786"},"contributors":[{"id":32,"public_id":"7c402c1b98","public_label":"뀨 (7c402c1b98)","roles":["extraction"],"url":"https://sah.borca.ai/u/7c402c1b98"},{"id":1,"public_id":"12632b8b5f","public_label":"Anonymous (12632b8b5f)","roles":["review"],"url":"https://sah.borca.ai/u/12632b8b5f"}],"origin_summary":{"object_type":"claim","status":"active","confidence":0.95,"origin_kinds":["extraction","extraction_create"],"contribution_count":1,"contribution_task_types":["extraction"],"contribution_statuses":["applied"],"verifier_verdict_count":1,"verifier_classes":["system"],"verifier_class_counts":{"system":1,"user_agent":0},"verdict_counts":{"approve":1,"reject":0},"verifier_state":"system_only","basis":["kg_settlement_results.decision_payload.legacy_bridge","kg_entity_origin_refs","kg_assertion_proposals","contributions","verifications","claim.status","claim.confidence"],"limits":["ledger provenance is aggregated; raw contribution and verifier audit rows are not expanded","entity matching uses settlement bridge refs and edge commands"]},"concepts":[{"public_id":"co_1d460789e88e1758e9e91e73e59152e6","name":"wave height","description":"The height of waves applied in the experiments, varied to examine its effect on breaching.","types":["parameter"],"url":"https://sah.borca.ai/concepts/co_1d460789e88e1758e9e91e73e59152e6"},{"public_id":"co_4dbde93196eaaa67ef73dd7e861fbbd7","name":"breach dimension","description":"The size of the breach, which increases with wave height, wave period, and dike slopes.","types":["measurement"],"url":"https://sah.borca.ai/concepts/co_4dbde93196eaaa67ef73dd7e861fbbd7"},{"public_id":"co_8a5434e2ca2c2ce77d618ab70432566c","name":"upstream dike slope","description":"The slope of the upstream side of the dike, varied to examine its effect on breaching.","types":["parameter"],"url":"https://sah.borca.ai/concepts/co_8a5434e2ca2c2ce77d618ab70432566c"},{"public_id":"co_b38c8c79d178d17c3d85972c6adb60be","name":"peak breach flow","description":"The maximum flow rate attained during the breaching event.","types":["measurement"],"url":"https://sah.borca.ai/concepts/co_b38c8c79d178d17c3d85972c6adb60be"},{"public_id":"co_d6be1ef675b18047a298ee8afc90b22a","name":"downstream dike slope","description":"The slope of the downstream side of the dike, varied to examine its effect on breaching.","types":["parameter"],"url":"https://sah.borca.ai/concepts/co_d6be1ef675b18047a298ee8afc90b22a"},{"public_id":"co_e6d7ed042d826d4af53c4a1f97179ec5","name":"wave period","description":"The period of waves applied in the experiments, varied to examine its effect on breaching.","types":["parameter"],"url":"https://sah.borca.ai/concepts/co_e6d7ed042d826d4af53c4a1f97179ec5"}],"related_claims":[],"url":"https://sah.borca.ai/claims/cl_bc6fdc49e184e64d5516e51e98af744d"}