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Glyceraldehyde 3-phosphate, also known as triose phosphate or 3-phosphoglyceraldehyde and abbreviated as G3P, GA3P, GADP, GAP, TP, GALP or PGAL, is a metabolite that occurs as an intermediate in several central pathways of all organisms. [2] [3] With the chemical formula H(O)CCH(OH)CH 2 OPO 3 2-, this anion is a monophosphate ester of ...
This form is composed of four identical 37-kDa subunits containing a single catalytic thiol group each and critical to the enzyme's catalytic function. [6] [7] Nuclear GAPDH has increased isoelectric point (pI) of pH 8.3–8.7. [7] Of note, the cysteine residue C152 in the enzyme's active site is required for the induction of apoptosis by ...
WPM - Water point mapping; WSP: Water and sanitation program of the World Bank; Water safety plan; Waste stabilization pond; WSUP - Water and sanitation for the urban poor; WSH - Water, sanitation, hygiene; WSSCC - Water Supply and Sanitation Collaborative Council; WTD - World Toilet Day; WTP: Water treatment plant; Willingness to pay; WWD ...
Sewage treatment plant (a type of wastewater treatment plant) in La Crosse, Wisconsin. Wastewater treatment is a process which removes and eliminates contaminants from wastewater. It thus converts it into an effluent that can be returned to the water cycle. Once back in the water cycle, the effluent creates an acceptable impact on the environment.
Scientists analyzed water samples flowing through eight large publicly owned wastewater plants across the US, all of similar size and using similar technologies to those serving 70% of the population.
Zero Liquid Discharge (ZLD) is a classification of water treatment processes intended to reduce wastewater efficiently and produce clean water that is suitable for reuse (e.g., irrigation). ZLD systems employ wastewater treatment technologies and desalination to purify and recycle virtually all wastewater received. [1] [2]
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In water treatment plants, backwashing can be an automated process that is run by local programmable logic controllers (PLCs). The backwash cycle is triggered after a set time interval, when the filter effluent turbidity is greater than a treatment guideline or when the differential pressure ( head loss ) across the filter exceeds a set value.
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