{"HasData":true,"SelectedSensor":465,"SecondSensor":null,"SensorClass":20,"Location":"2010 Barker 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fo":{"TOB":104.00,"TOB_Label":"Top of Spillway","TOB_Abbreviation":"","BOC":71.05,"TipOfOrifice":106.98,"Benchmark":111.55,"Keymap":"488E","InstallDate":"2000-01-07T00:00:00","MeasuringPlate":85.11,"Comment":"<br />\n\n<p></p>\n<table style=\"WIDTH: 100%; BORDER-COLLAPSE: collapse\" cellspacing=\"0\" cellpadding=\"3\" bordercolor=\"#000000\" border=\"1\">\n<tbody>\n<tr>\n<td style=\"WIDTH: 100%\"><p class=\"MsoNoSpacing\" style=\"MARGIN: 0in 0in 0pt\"><span style=\"font-family: Verdana, sans-serif; font-size: 8pt;\">&nbsp;</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;\">&nbsp;</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&amp;agency_cd=USGS\"><span style=\"color: #0000ff;\">USGS Piney Point</span></a>.</span></p>\n<p class=\"MsoNoSpacing\" style=\"MARGIN: 0in 0in 0pt\"><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">&nbsp;</span><span style=\"font-family: Verdana, sans-serif; font-size: 12pt;\">&nbsp;</span></p>\n<p class=\"MsoNoSpacing\" style=\"MARGIN: 0in 0in 0pt\">&nbsp; <img style=\"HEIGHT: 88px; WIDTH: 115px\" alt=\"\" src=\"http://www.swg.usace.army.mil/portals/26/siteimages/USACE%20Galveston%20Castle%20Red%20Logo.jpg\" align=\"right\" /></p>\n<table class=\"MsoTableLightShadingAccent1\" style=\"border-width: medium; border-style: none; border-collapse: collapse;\" cellspacing=\"0\" cellpadding=\"0\" bordercolor=\"currentcolor\" border=\"1\">\n<tbody>\n<tr style=\"HEIGHT: 13.35pt; mso-yfti-irow: -1; mso-yfti-firstrow: yes\">\n<td style=\"BORDER-TOP: windowtext 1pt solid; HEIGHT: 13.35pt; BORDER-RIGHT: windowtext 1pt solid; WIDTH: 234.9pt; BORDER-BOTTOM: #4f81bd 1pt solid; PADDING-BOTTOM: 0in; PADDING-TOP: 0in; PADDING-LEFT: 5.4pt; BORDER-LEFT: windowtext 1pt solid; PADDING-RIGHT: 5.4pt; BACKGROUND-COLOR: transparent; mso-border-bottom-alt: solid #4F81BD 1.0pt; mso-border-bottom-themecolor: accent1; mso-border-alt: solid windowtext .5pt\" colspan=\"2\" width=\"313\" valign=\"top\">\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 Elevation in Barker Reservoir:</span></strong></p></td></tr>\n<tr style=\"HEIGHT: 13.35pt; mso-yfti-irow: 0; mso-yfti-lastrow: yes\">\n<td style=\"BORDER-TOP: #f0f0f0; HEIGHT: 13.35pt; BORDER-RIGHT: #f0f0f0; WIDTH: 44.8pt; BACKGROUND: #d3dfee; BORDER-BOTTOM: windowtext 1pt solid; PADDING-BOTTOM: 0in; PADDING-TOP: 0in; PADDING-LEFT: 5.4pt; BORDER-LEFT: windowtext 1pt solid; PADDING-RIGHT: 5.4pt; mso-border-bottom-alt: solid windowtext .5pt; mso-border-left-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63\" width=\"60\" valign=\"top\">\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;\">93.2</span></strong></p></td>\n<td style=\"BORDER-TOP: #f0f0f0; HEIGHT: 13.35pt; BORDER-RIGHT: windowtext 1pt solid; WIDTH: 190.1pt; BACKGROUND: #d3dfee; BORDER-BOTTOM: windowtext 1pt solid; PADDING-BOTTOM: 0in; PADDING-TOP: 0in; PADDING-LEFT: 5.4pt; BORDER-LEFT: #f0f0f0; PADDING-RIGHT: 5.4pt; mso-border-bottom-alt: solid windowtext .5pt; mso-background-themecolor: accent1; mso-background-themetint: 63; mso-border-right-alt: solid windowtext .5pt\" width=\"253\" valign=\"top\">\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 Westheimer Parkway</span></p></td></tr></tbody></table>\n<p>&nbsp;&nbsp;</p></td></tr></tbody></table>&nbsp; \n<p>&nbsp;</p>","Position":false,"ShowGraph":true,"StampedIdentifier":"RM 210191 stamped W100 BM091 located 1ft south of north end of T wall , 1988 NAVD, 2001 adjustment. 78 to 01 adjustment -.53","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=08072500","PositionLabel":"Barker Reservoir","ShortPositionLabel":"Barker Reservoir","DownstreamLabel":"Buffalo Bayou","Location":"2010 Barker Dam","ClassName":"Stream_Gage_Floa","SensorDescription":"Pressure 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of Spillway","Description":"","Value":104.00,"Attributes":"#9900ff","ThresholdType":"Top of Spillway"},{"Name":"House Flooding","Description":"","Value":96.60,"Attributes":"#c00000","ThresholdType":"House Flooding"},{"Name":"Westheimer Pkwy Flooding","Description":"","Value":93.10,"Attributes":"#ff9900","ThresholdType":"Westheimer Pkwy Flooding"}],"ShortTitleLabelPrefix":"Barker Reservoir","FLLevelIndicator":104.00,"FL_Label":"Flooding Likely","FL_Abbreviation":""}

true

Historical Storm

To learn about the Corps of Engineers’ Addicks and Barker Reservoirs and their operation go here.   To see the flowrate in Buffalo Bayou at Piney Point Road, the Corps of Engineers’ operational flow control point, go to USGS Piney Point.      Key Elevation in Barker Reservoir: 93.2 Low Point of Westheimer Parkway

 

 

The following detail shows the rainfall that has fallen by the selected time span. The default selection matches the Rainfall totals in the graph above.