{"component": "definition", "props": {"groups": [{"samples": [{"hash": "8owB1blzf2A", "uri": "https://www.lakeroland.org/wp-content/uploads/2020/02/Baltimore-County-Consent-Decree-EPA-2005.pdf", "label": "www.lakeroland.org", "score": 3.0, "published": false}, {"hash": "ch8IALf6dM1", "uri": "https://www.epa.gov/sites/production/files/2013-09/documents/baltimore-cd.pdf", "label": "www.epa.gov", "score": 3.0, "published": false}, {"hash": "4OX44LLA0qh", "uri": "https://www.epa.gov/sites/default/files/2013-09/documents/baltimoreco072605-cd.pdf", "label": "www.epa.gov", "score": 3.0, "published": false}], "snippet_links": [{"key": "over-time", "type": "clause", "offset": [50, 59]}, {"key": "collection-system", "type": "clause", "offset": [129, 146]}, {"key": "wet-weather-event", "type": "definition", "offset": [248, 265]}], "snippet": "means the graphical representation of flow volume over time of wastewater, infiltration, and inflow at a particular point in the Collection System. 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Hydrographs characterize diurnal variations in wastewater flow rates, as well as flow response to a wet weather event, at a particular point in the Collection System.", "size": 24, "title": "Hydrograph", "id": "hydrograph", "examples": ["Summer Flows (June 1 \u2013 September 30): <strong>Hydrograph</strong> components: Late-spring recession, summer baseflows.", "Winter Flows (January 1 \u2013 February 29): <strong>Hydrograph</strong> components: Elevated wet season baseflows, storm peaks.", "Spring Flows (March 1 \u2013 May 31): <strong>Hydrograph</strong> components: Early-spring recession, spring pulse flows.", "Alameda County is subject to hydromodification requirements as stated in the San Francisco Bay Region Municipal Regional Permit (MRP), National Pollutant Discharge Elimination System (NPDES) Permit, and <strong>Hydrograph</strong> Modification Management Plan (HMP).", "The \u2587\u2587\u2587\u2587\u2587 Unit <strong>Hydrograph</strong> Method in HEC-HMS will be used to compute the runoff <strong>hydrographs</strong>.", "HEC\u20101 and Colorado Urban <strong>Hydrograph</strong> Procedure (CUHP) hydrologic models will be used as the basis for deriving the project hydrology for the six (6) \u2587\u2587\u2587\u2587\u2587\u2587 crossings.", "Depending on the size and character of the contributing watershed, this analysis will be conducted using either the Rational Method or a Unit <strong>Hydrograph</strong> method.", "<strong>Hydrograph</strong> results for each of the 32 sub-basins were developed for each sub-basin and return frequency.", "<strong>Hydrograph</strong>: A graph showing, for a given point on a stream, the discharge, stage, velocity, or other property of water with respect to time.", "The results obtained from both the Rational Method and the <strong>Hydrograph</strong> Method are presented and compared in Table A4.1. Costs are based on drainage projects in the Ottawa area in 2000."], "related": [["radiograph", "Radiograph", "Radiograph"], ["microgrid", "Microgrid", "Microgrid"], ["catalogue", "Catalogue", "Catalogue"], ["tomographic-plane", "Tomographic plane", "Tomographic plane"], ["outputs", "Outputs", "Outputs"]], "related_snippets": [], "updated": "2025-07-07T00:35:48+00:00"}, "json": true, "cursor": ""}}