Conventional and advanced sewer design concepts for dual purpose flood and pollution control : a preliminary case study, Elizabeth, New Jersey /

Mode of access: Internet.

2002 application guidelines : Community Development Assistance Program : competitive public facilities construction and design engineering : emergency public facilities.

The Community Development Block Grant (CDBG) Program was established by the federal Housing and Community Development Act of 1974 (Act). Administered nationally by the U.S. Department of Housing and Urban Development (HUD), the Act combined eight existing categorical programs into a single block grant program. In 1981, Congress amended the Act to allow states to directly administer the block grant for small cities. At the designation of the Governor, the Department of Commerce and Community Affairs assumed operation of the State of Illinois Community Development Block Grant -- Small Cities Program in the same year. The Illinois Block grant program is known as the Community Development Assistance Program (CDAP). Through this program, funds are available to assist Illinois communities meet their greatest economic and community development needs, with an emphasis upon helping persons of low-to-moderate income.

2003 application guidelines : Community Development Assistance Program : competitive public facilities construction and design engineering : emergency public facilities.

The Community Development Block Grant (CDBG) Program was established by the federal Housing and Community Development Act of 1974 (Act). Administered nationally by the U.S. Department of Housing and Urban Development (HUD), the Act combined eight existing categorical programs into a single block grant program. In 1981, Congress amended the Act to allow states to directly administer the block grant for small cities. At the designation of the Governor, the Department of Commerce and Community Affairs assumed operation of the State of Illinois Community Development Block Grant -- Small Cities Program in the same year. The Illinois Block grant program is known as the Community Development Assistance Program (CDAP). Through this program, funds are available to assist Illinois communities meet their greatest economic and community development needs, with an emphasis upon helping persons of low-to-moderate income.

2009 application guidelines : Community Development Assistance Program : competitive design engineering.

The following activities are specifically identified as ineligible. 1. Design Engineering costs of water storage tanks/towers. 2. Construction of buildings, or portions thereof, used predominantly for the general conduct of government (e.g., city halls, courthouses, jails, police stations). 3. General government expenses. 4. Costs of operating and maintaining public facilities and services (e.g., mowing parks, replacing street light bulbs). 5. Servicing or refinancing of existing debt.

Alternatives for small wastewater treatment systems.

[v. 1]. On-site disposal/septage treatment and disposal -- [v. 2]. Pressure sewers/vacuum sewers -- [v. 3]. Cost/effectiveness analysis.

Report on permanent grade and a system of sewerage for the city of Peoria : made by the special committee appointed for that purpose by the city council, transmitting a report on the subject made to them /by N.R. Gibson.

Mode of access: Internet.

An evaluation of the problems of sanitary sewer system design; final report of the Residential Sewerage Research Project to the Federal Housing Administration

Mode of access: Internet.

Design criteria, waste treatment plants and treatment of sewer overflow.

Mode of access: Internet.

Application of GIS in understanding and communicating interaction between environmental parameters and sewer blockages

Sewer main chokes (blockages) are a key performance indicator for Australian water utilities. Blockages caused by tree roots often result in wastewater overflow posing an environmental and health risk and also requiring service interruptions to repair asset. The purpose of the research project outlined in this paper was to understand the role of environmental parameters, in particular soil type and tree density, in determining the propensity of a sewer to become blocked. The paper demonstrates the application of spatial analysis to inform and communicate the results of the analysis. GIS was used to explore the relationship between tree density and previously recorded sewer blockages for a Melbourne utility. Initial results from the research reveal a relationship between increased tree densities and occurrence of sewer blockages. An improved understanding of the influence of environmental parameters on the inherent risk of sewer blockage will enable asset managers to identify those assets requiring proactive management in order to minimise service interruptions, repairs and environmental impacts.

A methodology for simulating hydrogen sulphide generation in sewer network using EPA SWMM

Predicting hydrogen sulphide concentration in sewer network through modelling tools will be beneficial for many stakeholders to design appropriate mitigation strategies. However, the hydrogen sulphide modelling in a sewer network is crucially dependent on the hydraulic modelling of the sewer. The establishment of precise hydrogen sulphide and hydraulic modelling however requires detailed and accurate information about the sewer network structure and the model parameters. This paper outlines a novel approach for the development of hydraulic and hydrogen sulphide modelling to predict the concentration of hydrogen sulphide in sewer network. The approach combines the calculation of wastewater generation and implementation of flow routing on the EPA SWMM 5.0 platform to allow hydrodynamic simulations. Dynamic wave routing is used for hydraulic simulations. It is considered to be the best approach to route existing/old sewer flow. The build-up of hydrogen sulphide model includes the empirical models of hydrogen sulphide generation and emission. Trial of the model was conducted to simulate a sewer network in Seoul, South Korea with some hypothetical data. Further analysis on the use of chemical dosing on the sewer pipe was also performed by the model. Promising results have been obtained through the model, however calibration and validation of the model is required. The presented methodology provides a possibility of the free platform SWMM to be used as a prediction tool of hydrogen sulphide generation. © 2014 © 2014 Balaban Desalination Publications. All rights reserved.

Development of a transitioning approach to reduce surface water volumes in combined sewer systems

The overarching goal of this research is to establish a successful forum for a transition from the existing paradigm of managing wastewater infrastructure to a more sustainable paradigm that achieves a more efficient utilisation of wastewater assets. A transitioning approach to support a more efficient utilisation of surface water and wastewater assets and infrastructure is proposed and developed. The determined transitioning approach possesses key stages namely developing the arena, developing the agenda, case study, and monitoring. The case study stage investigates a drainage utility identifying their improvement drivers, the removal of surface water through detailed drainage modelling and the financial examination of the costs incurred under the various scenarios conducted. Understanding the implications of removing/attenuating surface water from the network is improved through obtaining data by detailed drainage modelling. Infoworks software is used to investigate and assess the current and future operational scenarios of a wastewater system operating over one calendar year. Modelling scenarios were conducted removing surface water from selected areas focusing on the volumes requiring pumping and durations of pumping station(s) operation prior to treatment during storm conditions. The financial implication of removing surface water in combined sewer systems is examined in three main components. Firstly the costs of electricity incurred at the single sewage pumping station (SPS) investigated during the various scenarios modelled require to be addressed. Secondly the costs to retrofit sustainable urban drainage system (SUDS) solutions needs to be identified. Thirdly the implications of removing surface water for the drainage utility at the national level and the potential saving for householder’s committing to a surface water disconnection rebate scheme. When addressed at the macro level i.e., with over 2,100 pumping stations, some operating in sequence and contained within one drainage utility annually treating 315,360 megalitres the significance of the same multiple quantifiable and intangible benefits becomes amplified. The research aims, objectives and findings are presented to the identified and convened stakeholders. The transitioning approach developed encourages positive discourse between stakeholders. The level of success of the transitioning approach determined is then tested using a quantitative methodology through the completion of questionnaires. From the questionnaires completed the respondents unanimously agreed that surface water flows should be removed as well as reduced from the combined sewer system. The respondents agreed that the removal of surface water from a typical combined sewer system is justified by applying a transitioning approach focusing on the energy consumption required to pump increased volumes during storm events. This response is significant based upon the economic evidence and is contrary to the respondents previous position that finance was their most influencing factor. When provided with other potentially available benefits the respondents were even more supportive of the justification to remove surface water from the combined sewer system. The combined findings of the work presented in this thesis provide further justification that the transitioning approach applied to the removal of surface water from a typical combined sewer system, as determined in this research has been successful.