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TITLE 30ENVIRONMENTAL QUALITY
PART 1TEXAS COMMISSION ON ENVIRONMENTAL QUALITY
CHAPTER 217DESIGN CRITERIA FOR DOMESTIC WASTEWATER SYSTEMS
SUBCHAPTER BWASTEWATER TREATMENT FACILITY DESIGN REQUIREMENTS
RULE §217.33Flow Measurement

(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.


Source Note: The provisions of this §217.33 adopted to be effective August 28, 2008, 33 TexReg 6843; amended to be effective December 4, 2015, 40 TexReg 8254

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