Nitrate Transport In Shallow Flow Systems At The Neuse River Waste Water Treatment Plant PDF Download

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Nitrate Transport in Shallow Flow Systems at the Neuse River Waste Water Treatment Plant

Nitrate Transport in Shallow Flow Systems at the Neuse River Waste Water Treatment Plant
Author:
Publisher:
Total Pages:
Release: 2004
Genre:
ISBN:

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In recent years a number of studies have indicated that riparian buffers have a high efficiency of nitrogen removal from shallow groundwater flow systems. However, little work has focused on establishing what relative effect field drainage streams may have on allowing contaminated water to bypass these riparian buffer systems. Even less attention has been focused on how storm event hydrology may affect these systems in terms of nitrate flux. Three groundwater monitoring well transects were installed in a riparian buffer and a weir flow control structure was installed on a surface drainage bordering a waste application field at the Neuse River Waste Water Treatment Plant. This application field has been in use for over 20 years. Well water and surface water were sampled for a year beginning in February 2005. Samples were analyzed for nitrate, chloride, silicate, ammonium, and phosphate concentrations as well as natural abundance nitrate-nitrogen, nitrate-oxygen, water-oxygen, and water-hydrogen stable isotope ratios. Water quality measurements were made through the transition from dormant to growing season and from high to low water table gradients and elevations. The summer and fall of 2005 were a time of extreme drought in the region and allowed examination of low flow conditions and system recovery to normal flow patterns. The buffer groundwater ion concentrations and nitrogen isotope compositions remained extremely consistent throughout the different conditions. Nitrate concentration 10 m inside the buffer averaged 33.7 mgN/L and 20 m farther into the buffer at wells 6 m from the river edge averaged 0.30 mgN/L, for a nitrate reduction of 99.1% after factoring in rainwater dilution (approximately 34.8%) calculated from chloride data. This study indicates that even shallow groundwater systems at 3-5m of depth can experience high efficient nitrogen removal by denitrification in riparian buffer zones. The surface drainage system transitioned from low flow rates and n.


Nitrogen Sources and Transformations Along the Sacramento River

Nitrogen Sources and Transformations Along the Sacramento River
Author: Katy O'Donnell
Publisher:
Total Pages: 104
Release: 2014
Genre:
ISBN:

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Research suggests that both the amount and form of dissolved inorganic nitrogen (nitrate versus ammonium) in water affects the abundance, health and species of phytoplankton in the San Francisco Bay Delta (Delta), which subsequently impacts food stocks for pelagic organisms. The Sacramento River (Sac River) is the primary source of freshwater and a phytoplankton seed source for the Delta. Effluent releases from the Sacramento Regional Wastewater Treatment Plant currently contribute high concentrations of ammonium just downstream of Freeport Bridge, which have been purported to negatively impact phytoplankton. Forthcoming upgrades to Regional San's treatment train will include nitrification and denitrification, which will reduce inputs of ammonium (by approximately 90%) and total inorganic nitrogen (by approximately 70%) to the Sac River. Understanding the rate at which ammonium is converted to nitrate (nitrification) may help us unravel controls on inorganic nitrogen concentrations and form which impact phytoplankton health, both under current and future conditions. Data for this study were collected from two high-frequency (15-minute), in-situ monitoring stations; one at Freeport Bridge (FPT) located 0.16 km upstream of Regional San's effluent outflow, and a second at Walnut Grove (WGA) located 29 km downstream of Freeport. Both stations report river flow, river velocity and nitrate concentration along with standard water quality measurements. Effluent flow and effluent water quality data was provided by Regional San. These data allowed us to evaluate changes in nitrate concentration over time, estimate effluent derived ammonium concentrations, and determine net changes in nitrate (mg-N/L) as well as rates of change in nitrate (mg-N/L-d) as water travelled between FPT and WGA for the period of record to date (September 2013 to September 2014). Additionally, 25 wastewater discharge holds by Regional San occurred during the study, allowing for evaluation of changes in nitrate concentration in the absence of wastewater. Nitrate concentrations at FTP due to upstream flows were typically below 0.1 mg-N/L, except during storm events when they increased up to 1.1 mg-N/L. Comparison of FPT and WGA station data show that nitrate concentrations vary seasonally, but generally increase as water travels from FPT to WGA. Nitrate concentrations in Regional San's treated wastewater effluent were below the measured detection limit of 0.1 mg-N/L, while ammonium concentrations were typically 25-35 mg-N/L. Due to continuous changes in both river and effluent flow, wastewater contributions to total river flows are extremely variable over short time periods, ranging from 1-4% in a single day; this means that concentrations of wastewater derived ammonium are also highly variable downstream of Regional San's discharge point. This emphasizes the importance of knowing the travel time between FPT and WGA, so that water quality measured at WGA can be compared to the appropriate water quality that parcel of water had at FPT. During the period of study, travel time between FPT and WGA was as fast as 0.5 days during high flows and as long as 3 days during low flows. Comparison of nitrate concentrations between the monitoring stations at FPT and WGA, while taking travel time into account, demonstrated that there is typically an increase in water column nitrate as water travels this 18.4 mi stretch, particularly during the warmer summer months. Increases in nitrate were observed even in the absence of wastewater. This suggests that nitrate is entering the water column not only from nitrification of wastewater derived ammonium, but also from benthic sources. It seems likely that wastewater derived nitrogen inputs have accumulated in the benthos over time, and are being released back into the water column. Future changes to nitrogen loadings due to the new regulations may, over time, affect nitrogen storage in the system, leading to decreased nitrogen release from the benthos. We estimated water column nitrification rates by assuming the difference in nitrate measured in the presence of wastewater versus the absence of wastewater is due to nitrification of wastewater derived ammonium. Rates varied seasonally, and were estimated to be 0.026 ± 0.011 mg-N/L-d in the winter and 0.045 ± 0.012 mg-N/L-d in the summer. These values are within the range of previously published nitrification rates. Factors that clearly affect nitrification rates along this river reach include: temperature, abundance of nitrifying bacteria, and availability of ammonium. Residence time can also be important, particularly when populations of nitrifying bacteria increase over time. Extrapolating these nitrification rates, we estimated it can take from 26-92 days for nitrification to draw down ammonium added to the river from Regional San's wastewater effluent to concentrations considered non-inhibitory to phytoplankton uptake of nitrate. Understanding the pathways and sources of nitrogen and their links to ecosystem health along the Sac River can aid in determining the impact of the Sac River on nitrogen cycling in the greater Delta. The question of whether the Delta will be impacted -- either positively or negatively -- by anticipated reductions of nitrogen inputs from Regional San's treatment plant upgrades remains to be seen.


Nitrate in Potable Water Supplies

Nitrate in Potable Water Supplies
Author: Vivian Bundgaard Jensen
Publisher:
Total Pages:
Release: 2015
Genre:
ISBN: 9781339064871

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Nitrate contamination of potable water sources has become one of the most important water quality concerns across the United States. Nitrate presents unique water treatment challenges and small water systems are particularly affected by the high costs of addressing nitrate impacted supplies. The incidence of nitrate impacted drinking water systems, with respect to contamination, violations, and treatment, was assessed nationally, with particular emphasis on the state of California. Findings indicate that public water systems serving less than 3,300 people (very small and small water systems) are disproportionately affected by nitrate in potable water supplies, accounting for an average of 97.5% of systems in violation of the nitrate maximum contaminant level from 1998 - 2013. Of the 744,304 people served by national community water systems (CWS) that were non-compliant at least once from 2010 - 2013, 37.4% were served by systems in California. There were more systems in California in violation of the nitrate MCL between 2010 and 2013 than in any other state. Treatment measures have been proven effective and are in use at public water systems across the United States; anion exchange is the most common treatment technology implemented in the United States for nitrate removal. The disposal of waste residuals from drinking water treatment processes like anion exchange can be costly, particularly for small inland communities lacking the resources needed to identify the most affordable and sustainable waste management approach. Brine waste management options for small nitrate treatment systems in the Central Valley of California were examined with consideration of the feasibility, sustainability, and affordability of the available alternatives. Onsite evaporation, landfill evaporation, landfill solidification, and coastal wastewater treatment plant disposal were considered in detail with a base case scenario. Onsite evaporation ponds and transport of waste to a coastal wastewater treatment facility were identified as the least-costly, currently-available management options. In nearly all cases, the estimated minimum disposal costs associated with the base case scenario exceeded the average cost of tap water in the United States, $2.00/1,000 gallons. The minimization of brine waste through improved water recovery has the potential to significantly decrease disposal costs, by as much as 95%. Given the high costs of brine disposal options for individual small water systems in the San Joaquin Valley, the development of sustainable and affordable regional solutions is warranted to address the problem in a manner that can benefit multiple small water systems, as well as other brine producers in the region.


Soil-based Wastewater Treatment

Soil-based Wastewater Treatment
Author: Jose A. Amador
Publisher: John Wiley & Sons
Total Pages: 368
Release: 2020-01-22
Genre: Technology & Engineering
ISBN: 0891189688

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Our book addresses the needs of practitioners, engineers, scientists, regulators, resource managers, planners, and others with a need to know about septic systems. It arose after discussions about the need for a text that integrated current understanding of the hydrologic, physical, chemical, and biological processes involved in the treatment of wastewater using soil. In our experience, people working with septic systems – ourselves included – have a fragmented understanding of what these systems are, how they function, how wastewater moves through soil, how and which pollutants are removed, and how these systems impact the environment and public health. The relevant information is scattered across disciplines, information sources and audiences. This book is an attempt to collect and integrate this information in one place, and provide a scientific framework for understanding soil-based wastewater treatment.