This is a clone of the Texas Administrative Code (TAC) for educational purposes. It is not the official version and should not be used for legal purposes. Site created Wed, 21 May 2025 21:16:52 GMT
(a) A wastewater treatment facility must include a means of effluent flow measurement with less than 10% error, or the manufacturer's error tolerance, whichever is less, throughout the expected range of flows.(b) An effluent flow-measuring device must have an open channel to allow for easy inspection, calibration, and cleaning.(c) Flow measurement must use a combination of primary and secondary flow measuring devices.(1) Primary flow measuring devices.(A) A primary flow measuring device must include a weir or a flume.(B) A primary flow measuring device must have a non-corrosive ruler (staff gauge) that is graduated in no greater than 1/4 inch increments that are clearly visible.(C) A primary flow measuring device must allow for manual measurement of water depth.(2) Weirs.(A) A channel approach section to a weir must be straight for a length at least 20 times the maximum expected head height on a weir at peak flow. An owner may use manufacturer's recommendations in lieu of this requirement if approved in writing by the executive director.(B) The minimum distance between a channel bottom and a weir crest must be at least twice the maximum head height on the weir at peak flow, or 1.0 foot, whichever is greater.(C) The upstream edge of a weir must not be corroded.(D) The crest of a weir must be exactly level to ensure a uniform depth of flow.(E) The upstream face of a weir must be smooth and perpendicular to the axis of the channel in both the horizontal and vertical directions.(F) A secondary flow measuring device must be installed:(i) upstream of the weir at a distance of three times the maximum head height on a weir at peak flow; or(ii) at the location and distance recommended by the equipment manufacturer.(3) Flumes.(A) A flume must be located in a straight section of an open channel.(B) A flume must be installed in accordance with the manufacturer's recommendations.(C) A flume must distribute the approaching flow evenly across a flow channel to preclude turbulence and waves.(4) Secondary flow measuring devices.(A) A wastewater treatment facility must use a totalizing meter as a secondary flow measuring device, which must measure the liquid level discharging through the primary flow measuring device and convert this liquid level into a flow rate that is integrated to a totalized flow.(B) A secondary flow measuring device must be installed in accordance with the manufacturer's recommendations and in a manner that reduces turbulence and promotes laminar flow.(C) A secondary flow measuring device must include a display of the instantaneous flow rate and a means of reading the totalized flow.(D) A secondary flow measuring device must be designed to allow recalibration.(E) A secondary flow measuring device must not interfere with the accuracy of the primary flow measuring device.