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Cross Section
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Addicks Reservoir Elevation for sensor 2113
is 68.88'
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Reading on 11/21/2024 11:19 AM
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Dam","SiteType":"Dam","CumulativeGridData":[{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T11:19:26","DataValue":68.88000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T10:03:26","DataValue":68.97000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T06:03:26","DataValue":68.96000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T02:03:26","DataValue":68.90000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:39:26","DataValue":68.98000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:03:26","DataValue":69.01000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T18:03:26","DataValue":69.10000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T15:31:26","DataValue":69.09000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T14:03:26","DataValue":69.21000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T13:55:26","DataValue":69.19000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T12:49:26","DataValue":69.31000000}],"HistoryGridData":[{"PK_StreamGageHistoricalInfo":1017,"FK_Sensor":2705,"InfoName":"10% (10-Year)","StreamLevel":96.50},{"PK_StreamGageHistoricalInfo":1018,"FK_Sensor":2705,"InfoName":"2% (50-Year)","StreamLevel":98.40},{"PK_StreamGageHistoricalInfo":1019,"FK_Sensor":2705,"InfoName":"1% (100-Year)","StreamLevel":100.30}],"EventGridData":[{"PK_StreamGageEventInfo":2038,"FK_Sensor":2705,"EventDate":"1968-05-15T00:00:00","EventName":null,"StreamLevel":95.20},{"PK_StreamGageEventInfo":2033,"FK_Sensor":2705,"EventDate":"1992-03-09T00:00:00","EventName":null,"StreamLevel":97.50},{"PK_StreamGageEventInfo":2036,"FK_Sensor":2705,"EventDate":"1994-10-23T00:00:00","EventName":null,"StreamLevel":95.60},{"PK_StreamGageEventInfo":2035,"FK_Sensor":2705,"EventDate":"1998-11-17T00:00:00","EventName":null,"StreamLevel":95.70},{"PK_StreamGageEventInfo":2034,"FK_Sensor":2705,"EventDate":"2002-11-07T00:00:00","EventName":null,"StreamLevel":96.50},{"PK_StreamGageEventInfo":2028,"FK_Sensor":2705,"EventDate":"2006-07-26T00:00:00","EventName":null,"StreamLevel":90.80},{"PK_StreamGageEventInfo":2029,"FK_Sensor":2705,"EventDate":"2009-04-28T00:00:00","EventName":null,"StreamLevel":100.00},{"PK_StreamGageEventInfo":2030,"FK_Sensor":2705,"EventDate":"2012-07-12T00:00:00","EventName":null,"StreamLevel":94.10},{"PK_StreamGageEventInfo":2037,"FK_Sensor":2705,"EventDate":"2015-05-31T00:00:00","EventName":null,"StreamLevel":95.50},{"PK_StreamGageEventInfo":2031,"FK_Sensor":2705,"EventDate":"2016-04-18T00:00:00","EventName":null,"StreamLevel":102.50},{"PK_StreamGageEventInfo":2032,"FK_Sensor":2705,"EventDate":"2017-08-27T00:00:00","EventName":"Harvey","StreamLevel":109.10}],"SelectedSensorRegion":"Harris County Flood Control District","TOB":108.00,"TOB_Label":"Top of Spillway","TOB_Abbreviation":"","BOC":66.30,"CurrentLevel":68.88000000,"CurrentReadingDate":"2024-11-21T11:19:26","LastReading":"Time (Latest Reading: Thursday, November 21, 2024 11:19 AM)","GraphMinValue":63.0120000000,"GraphMaxValue":115.8240000000,"LeftGage":{"StreamLevels":[{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T12:49:26","DataValue":69.31000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T13:55:26","DataValue":69.19000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T14:03:26","DataValue":69.21000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T15:31:26","DataValue":69.09000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T18:03:26","DataValue":69.10000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:03:26","DataValue":69.01000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:39:26","DataValue":68.98000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T02:03:26","DataValue":68.90000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T06:03:26","DataValue":68.96000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T10:03:26","DataValue":68.97000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T11:19:26","DataValue":68.88000000}],"ChannelInfo":{"TOB":108.00,"TOB_Label":"Top of Spillway","TOB_Abbreviation":"","BOC":66.30,"TipOfOrifice":null,"Benchmark":110.10,"Keymap":null,"InstallDate":"2000-01-12T00:00:00","MeasuringPlate":null,"Comment":"<br /><table bordercolor=\"#000000\" style=\"width: 100%; border-collapse: collapse;\" border=\"1\" cellspacing=\"0\" cellpadding=\"3\"><tbody><tr><td style=\"width: 100%;\">\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 8pt;\"> </span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">To learn about the Corps of Engineers’ Addicks and Barker Reservoirs and their operation go <a href=\"http://www.swg.usace.army.mil/Missions/DamSafetyProgram.aspx\"><span style=\"color: #0000ff;\">here</span></a>.<br /></span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 8pt;\"> </span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">To see the flowrate in Buffalo Bayou at Piney Point Road, the Corps of Engineers’ operational flow control point, go to <a href=\"http://waterdata.usgs.gov/nwis/uv/?site_no=08073700&agency_cd=USGS\"><span style=\"color: #0000ff;\">USGS Piney Point</span></a>.</span></p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"> </p>\n<p class=\"MsoNoSpacing\" style=\"margin: 0in 0in 0pt;\"> <img align=\"right\" style=\"width: 115px; height: 88px;\" alt=\"\" src=\"http://www.swg.usace.army.mil/portals/26/siteimages/USACE%20Galveston%20Castle%20Red%20Logo.jpg\" /> </p>\n<table class=\"MsoTableLightShadingAccent1\" bordercolor=\"currentColor\" style=\"border-collapse: collapse;\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr style=\"height: 13.35pt; mso-yfti-irow: -1; mso-yfti-firstrow: yes;\">\n<td width=\"300\" valign=\"top\" style=\"border-width: 1pt; border-style: solid; border-color: windowtext windowtext #4f81bd; padding: 0in 5.4pt; width: 224.95pt; height: 13.35pt; background-color: transparent; mso-border-bottom-alt: solid #4F81BD 1.0pt; mso-border-bottom-themecolor: accent1; mso-border-alt: solid windowtext .5pt;\" colspan=\"2\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 5;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Key Elevations in Addicks Reservoir:</span></strong></p></td></tr>\n<tr style=\"height: 13.35pt; mso-yfti-irow: 0;\">\n<td width=\"60\" valign=\"top\" style=\"background: #d3dfee; border-width: medium medium medium 1pt; border-style: none none none solid; border-color: #f0f0f0 #f0f0f0 #f0f0f0 windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 13.35pt; mso-border-left-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 68;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">103.8</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"background: #d3dfee; border-width: medium 1pt medium medium; border-style: none solid none none; border-color: #f0f0f0 windowtext #f0f0f0 #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 13.35pt; mso-background-themecolor: accent1; mso-background-themetint: 63; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 64;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of Barker Cypress Rd.</span></p></td></tr>\n<tr style=\"height: 13.35pt; mso-yfti-irow: 1;\">\n<td width=\"60\" valign=\"top\" style=\"border-width: medium medium medium 1pt; border-style: none none none solid; border-color: #f0f0f0 #f0f0f0 #f0f0f0 windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 13.35pt; background-color: transparent; mso-border-left-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 4;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">96.6</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"border-width: medium 1pt medium medium; border-style: none solid none none; border-color: #f0f0f0 windowtext #f0f0f0 #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 13.35pt; background-color: transparent; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of Eldridge Parkway</span></p></td></tr>\n<tr style=\"height: 14.5pt; mso-yfti-irow: 2; mso-yfti-lastrow: yes;\">\n<td width=\"60\" valign=\"top\" style=\"background: #d3dfee; border-width: medium medium 1pt 1pt; border-style: none none solid solid; border-color: #f0f0f0 #f0f0f0 windowtext windowtext; padding: 0in 5.4pt; width: 44.8pt; height: 14.5pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 68;\"><strong><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">96.0</span></strong></p></td>\n<td width=\"240\" valign=\"top\" style=\"background: #d3dfee; border-width: medium 1pt 1pt medium; border-style: none solid solid none; border-color: #f0f0f0 windowtext windowtext #f0f0f0; padding: 0in 5.4pt; width: 180.15pt; height: 14.5pt; mso-border-bottom-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63; mso-border-right-alt: solid windowtext .5pt;\">\n<p class=\"MsoNormal\" style=\"margin: 0in 0in 0pt; line-height: normal; mso-yfti-cnfc: 64;\"><span style=\"font-family: Verdana, sans-serif; font-size: 10pt;\">Low Point of SH 6</span></p></td></tr></tbody></table></td></tr></tbody></table> \n<p> </p>","Position":false,"ShowGraph":true,"StampedIdentifier":"USGS brass monument no stamping set in concrete surrounded by three yellow posts in line with the right edge of the gage house. 30 feet upstream from center line of the gage house. 1988 NAVD, 2001 adjustment. 78 to 01 Adjustment -1.1'","DatumDisclaimer":"As of July 1, 2007, the elevation datum was changed from 1929 NGVD, 1978 adjustment to the 1988 NAVD, 2001 adjustment.","USGSUrl":"http://waterdata.usgs.gov/tx/nwis/uv/?site_no=08073000","PositionLabel":"Addicks Reservoir","ShortPositionLabel":"Addicks Reservoir","DownstreamLabel":"Buffalo Bayou","Location":"2110 Addicks Dam","ClassName":"Stream_Gage_Floa","SensorDescription":"Pressure Transducer","WatershedName":null,"SensorId":2113,"SiteType":"Dam","RegionName":"Harris County Flood Control District","StreamGageType":"USGS Radar","County":null,"PavementElevation":null,"TOC":null,"BOB":null,"BridgeApproach":null,"Weir":null,"FloodStage":null,"FloodLevelIndicator":93.00,"NoFloodCategory":false,"NWSUrl":null,"FLLevelIndicator":96.00,"FL_Label":"Flooding Likely","FL_Abbreviation":""},"HistoricalInfo":[{"PK_StreamGageHistoricalInfo":1017,"FK_Sensor":2705,"InfoName":"10% (10-Year)","StreamLevel":96.50},{"PK_StreamGageHistoricalInfo":1018,"FK_Sensor":2705,"InfoName":"2% (50-Year)","StreamLevel":98.40},{"PK_StreamGageHistoricalInfo":1019,"FK_Sensor":2705,"InfoName":"1% (100-Year)","StreamLevel":100.30}],"EventInfo":[{"PK_StreamGageEventInfo":2038,"FK_Sensor":2705,"EventDate":"1968-05-15T00:00:00","EventName":null,"StreamLevel":95.20},{"PK_StreamGageEventInfo":2033,"FK_Sensor":2705,"EventDate":"1992-03-09T00:00:00","EventName":null,"StreamLevel":97.50},{"PK_StreamGageEventInfo":2036,"FK_Sensor":2705,"EventDate":"1994-10-23T00:00:00","EventName":null,"StreamLevel":95.60},{"PK_StreamGageEventInfo":2035,"FK_Sensor":2705,"EventDate":"1998-11-17T00:00:00","EventName":null,"StreamLevel":95.70},{"PK_StreamGageEventInfo":2034,"FK_Sensor":2705,"EventDate":"2002-11-07T00:00:00","EventName":null,"StreamLevel":96.50},{"PK_StreamGageEventInfo":2028,"FK_Sensor":2705,"EventDate":"2006-07-26T00:00:00","EventName":null,"StreamLevel":90.80},{"PK_StreamGageEventInfo":2029,"FK_Sensor":2705,"EventDate":"2009-04-28T00:00:00","EventName":null,"StreamLevel":100.00},{"PK_StreamGageEventInfo":2030,"FK_Sensor":2705,"EventDate":"2012-07-12T00:00:00","EventName":null,"StreamLevel":94.10},{"PK_StreamGageEventInfo":2037,"FK_Sensor":2705,"EventDate":"2015-05-31T00:00:00","EventName":null,"StreamLevel":95.50},{"PK_StreamGageEventInfo":2031,"FK_Sensor":2705,"EventDate":"2016-04-18T00:00:00","EventName":null,"StreamLevel":102.50},{"PK_StreamGageEventInfo":2032,"FK_Sensor":2705,"EventDate":"2017-08-27T00:00:00","EventName":"Harvey","StreamLevel":109.10}],"ClearCreekGate":{"StatusDate":"2024-07-10T09:20:00","Status":false},"EarlierLevel":{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T11:09:26","DataValue":69.41000000},"LaterLevel":null,"GraphLevels":[{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T11:44:00","DataValue":69.34456666666666670000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T12:49:26","DataValue":69.31000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T13:55:26","DataValue":69.19000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T14:03:26","DataValue":69.21000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T15:31:26","DataValue":69.09000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T18:03:26","DataValue":69.10000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:03:26","DataValue":69.01000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-20T22:39:26","DataValue":68.98000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T02:03:26","DataValue":68.90000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T06:03:26","DataValue":68.96000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T10:03:26","DataValue":68.97000000},{"SiteId":2110,"SensorId":2113,"DataTime":"2024-11-21T11:19:26","DataValue":68.88000000}],"CurrentLevel":68.88000000,"CurrentReadingDate":"2024-11-21T11:19:26"},"RightGage":null,"Thresholds":[{"Name":"Top of Spillway","Description":"","Value":108.00,"Attributes":"#9900ff","ThresholdType":"Top of Spillway"},{"Name":"House Flooding","Description":"","Value":103.40,"Attributes":"#c00000","ThresholdType":"House Flooding"},{"Name":"SH 6 Flooding","Description":"","Value":96.00,"Attributes":"#ff9900","ThresholdType":"SH 6 Flooding"}],"ShortTitleLabelPrefix":"Addicks Reservoir","FLLevelIndicator":96.00,"FL_Label":"Flooding Likely","FL_Abbreviation":""}
true
242
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