scholarly journals Harmonized assessment of nutrient pollution from urban systems including losses from sewer exfiltration: a case study in Germany

Author(s):  
Hong Hanh Nguyen ◽  
Markus Venohr

AbstractA growing literature indicates that untreated wastewater from leaky sewers stands among major sources of pollution to water resources of urban systems. Despite that, the quantification and allocation of sewer exfiltration are often restricted to major pipe areas where inspection data are available. In large-scale urban models, the emission from sewer exfiltration is either neglected (particularly from private sewers) or represented by simplified fixed values, and as such its contribution to the overall urban emission remains questionable. This study proposes an extended model framework which incorporates sewer exfiltration pathway in the catchment model for a better justified pollution control and management of urban systems at a nationwide scale. Nutrient emission from urban areas is quantified by means of the Modelling of Nutrient Emissions in River Systems (MONERIS) model. Exfiltration is estimated for public and private sewers of different age groups in Germany using the verified methods at local to city scales, upscaling techniques, and expert knowledge. Results of this study suggest that the average exfiltration rate is likely to be less than 0.01 L/s per km, corresponding to approximately 1 mm/m/year of wastewater discharge to groundwater. Considering the source and age factors, the highest rate of exfiltration is defined in regions with significant proportions of public sewers older than 40 years. In regions where public sewers are mostly built after 1981, the leakage from private sewers can be up two times higher than such from public sewers. Overall, sewer exfiltration accounts for 9.8% and 17.2% of nitrate and phosphate loads from urban systems emitted to the environment, which increases to 11.2% and 19.5% in the case of no remediation scenario of projected defective sewer increases due to ageing effects. Our results provide a first harmonized quantification of potential leakage losses in urban wastewater systems at the nationwide scale and reveal the importance of rehabilitation planning of ageing sewer pipes in public and private sewer systems. The proposed model framework, which incorporates important factors for urban sewer managers, will allow further targeting the important data need for validating the approach at the regional and local scales in order to support better strategies for the long-term nutrient pollution control of large urban wastewater systems.

2005 ◽  
Vol 52 (12) ◽  
pp. 171-179 ◽  
Author(s):  
L. Benedetti ◽  
F. Blumensaat ◽  
G. Bönisch ◽  
G. Dirckx ◽  
N. Jardin ◽  
...  

This work was aimed at performing an analysis of the integrated urban wastewater system (catchment area, sewer, WWTP, receiving water). It focused on analysing the substance fluxes going through the system to identify critical pathways of pollution, as well as assessing the effectiveness of energy consumption and operational/capital costs. Two different approaches were adopted in the study to analyse urban wastewater systems of diverse characteristics. In the first approach a wide ranged analysis of a system at river basin scale is applied. The Nete river basin in Belgium, a tributary of the Schelde, was analysed through the 29 sewer catchments constituting the basin. In the second approach a more detailed methodology was developed to separately analyse two urban wastewater systems situated within the Ruhr basin (Germany) on a river stretch scale. The paper mainly focuses on the description of the method applied. Only the most important results are presented. The main outcomes of these studies are: the identification of stressors on the receiving water bodies, an extensive benchmarking of wastewater systems, and the evidence of the scale dependency of results in such studies.


2018 ◽  
Vol 147 ◽  
pp. 1-12 ◽  
Author(s):  
Chris Sweetapple ◽  
Maryam Astaraie-Imani ◽  
David Butler

2020 ◽  
Vol 77 (3) ◽  
pp. 462-474
Author(s):  
Henni Pulkkinen ◽  
Panu Orell ◽  
Jaakko Erkinaro ◽  
Samu Mäntyniemi

Annual run size and timing of Atlantic salmon (Salmo salar) smolt migration was estimated using Bayesian model framework and data from 6 years of a video monitoring survey. The model has a modular structure. It separates subprocesses of departing, traveling, and observing, of which the first two together define the arrival distribution. The subprocesses utilize biological background and expert knowledge about the migratory behavior of smolts and about the probability to observe them from the video footage under varying environmental conditions. Daily mean temperature and discharge were used as environmental covariates. The model framework does not require assuming a simple distributional shape for the arrival dynamics and thus also allows for multimodal arrival distributions. Results indicate that 20%–43% of smolts passed the Utsjoki monitoring site unobserved during the years of study. Predictive studies were made to estimate daily run size in cases with missing counts either at the beginning or in the middle of the run, indicating good predictive performance.


1969 ◽  
Vol 1969 (1) ◽  
pp. 145-149
Author(s):  
Seymour D. Selzer

Abstract The Delaware River Basin, in the area from Trenton, N.J., to Wilmington, Del, including the Philadelphia, Pa.–Camden, N. J. metropolitan area, is the site of one of the major municipal-industrial complexes in the United States. Enormous quantities of oil are transported, processed, and used in the area. There are continuous oil discharges in the form of wastes, as well as accidental spills, to the waters of the area. The Delaware River Basin Commission (DRBC), in its comprehensive water resources management role, is concerned with all forms of oil pollution. The developing oil pollution control program in the Delaware River Basin includes a broad cooperative effort on the part of the Federal Government, the DRBC, the states, local agencies, and private interests. Included are preventive measures, such as special requirements in design and construction of petroleum handling and transportation facilities, and emergency planning at all levels, both public and private. An emergency alert system is operative, and a corrective action program is authorized and developing at the various levels of government and industry.


2016 ◽  
Vol 20 (4) ◽  
pp. 409-426 ◽  
Author(s):  
Alireza VALIPOUR ◽  
Nordin YAHAYA ◽  
Norhazilan MD NOOR ◽  
Abbas MARDANI ◽  
Jurgita ANTUCHEVIČIENĖ

A proper risk management strategy is essential in property management. For controlling and reducing risks on Public-Private Partnership (PPP) project, risk allocation is a major component of PPP risk management. Identifying appropriate shared risks and optimal risk allocation in a structured way is a complex process. The aim of this study is to develop a quantitative approach for equitable risk allocation with attention to identifying dependencies between risk allocation criteria and barriers. The paper presents an approach in the form of a hybrid Fuzzy method and Cybernetic Analytic Network Process (CANP) model for identifying shared risks. The approach involves the use of Fuzzy sets to convert linguistic principles and experiential expert knowledge into systematic quantitative analysis and the CANP to solve the problem of dependency and feedback between criteria and barriers as well as selection of shared risks. A case study is presented to demonstrate the use of the model in selecting shared risks. The study involves development of 10 criteria and 8 barriers. Finally, of 40 significant risks, 14 risks are successfully allocated between the public and private sector in Iranian PPP projects.


2013 ◽  
Vol 68 (6) ◽  
pp. 1203-1215 ◽  
Author(s):  
Lorenzo Benedetti ◽  
Jeroen Langeveld ◽  
Adrien Comeau ◽  
Lluís Corominas ◽  
Glen Daigger ◽  
...  

While the general principles and modelling approaches for integrated management/modelling of urban water systems already present a decade ago still hold, in recent years aspects like model interfacing and wastewater treatment plant (WWTP) influent generation as complements to sewer modelling have been investigated and several new or improved systems analysis methods have become available. New/improved software tools coupled with the current high computational capacity have enabled the application of integrated modelling to several practical cases, and advancements in monitoring water quantity and quality have been substantial and now allow the collecting of data in sufficient quality and quantity to permit using integrated models for real-time applications too. Further developments are warranted in the field of data quality assurance and efficient maintenance.


2013 ◽  
Vol 47 (12) ◽  
pp. 3866-3877 ◽  
Author(s):  
Ralf Kaegi ◽  
Andreas Voegelin ◽  
Christoph Ort ◽  
Brian Sinnet ◽  
Basilius Thalmann ◽  
...  

2017 ◽  
Vol 93 ◽  
pp. 282-295 ◽  
Author(s):  
R. Saagi ◽  
X. Flores-Alsina ◽  
S. Kroll ◽  
K.V. Gernaey ◽  
U. Jeppsson

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