Brescol, James

Mr. Brescol has more than 20 years of experince leading and managing collection system and waterwater facility projects.

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About Brescol, James

Mr. Brescol has more than 20 years of experince leading and managing collection system and waterwater facility projects.

Brescol, James

Mr. Brescol has more than 20 years of experince leading and managing collection system and waterwater facility projects.

Titles from this speaker

A New Performance Metric for Optimizing Model Calibrations

Abstract

The modeling community for years has struggled with well calibrated models that still fail to achieve their primary objective: accurate prediction of overflows. The consequences of inaccurately predicting overflow volumes costs sewerage agencies millions of dollars in excess expenditures. Money is spent on building larger than needed facilities or correcting controls that are not sufficient. The Metropolitan Sewer District of Greater Cincinnati (MSDGC) recognized this issue and has developed a new performance metric that directly addresses the issue. This paper proposes a new metric that accurately and consistently predicts overflow volumes of CSOs and peak flows for conveyance solutions, something not at all guaranteed by current industry accepted goodness-of-fit (GOF) metrics. The reason is simple. GOF metrics must recognize the importance of and properly weight the middle portion of the storm response shape, or the total flow above some critical flow rate (Qc) such as the capacity of an underflow pipe or 3.5 times the dry weather flow. Previous metrics (WaPUG 2002) emphasized the total storm event volume and peak flow rate as the primary criteria to which numerical accuracies are calculated. Hydrograph shape was only addressed qualitatively, by stating that modeled and calibrated events should "closely follow each other in shape and in magnitude". Therefore "as a general guide", peak storm flow rate and total storm volume were given target ranges. The emphasis on peak flow rate and event volume often superseded qualitative fit in any regulations, software or procedures (MSDGC Regulation 2409). In updates to these metrics (CIWEM 2017), the Nash Sutcliffe Efficiency Coefficient (NSEC) was added as an additional metric depicting GOF. However, since the NSEC score can be heavily influenced by the tail of a storm, resulting in a failure of this metric to improve the critical overflow period of the storm. MSDGC has identified a new approach for optimizing model calibrations that specifically focus on critical portions of an event when overflows occur. The new approach uses a sub-event analysis approach and statistical metrics to optimize the GOF between model results and observed data. MSDGC's new approach specifically focuses on periods of wet weather events that have the greatest impact on peak flows and overflow volumes. The model calibrations developed through this new approach reduce the overall risk for MSDGC as it uses the models to size and construct wet weather improvements.

The following conference paper was presented at WEFTEC 2021, October 16-20, 2021. To read the full abstract, see "Abstract" tab below.

SpeakerBrescol, James

Presentation time

11:30:00

11:45:00

Session time

11:00:00

12:30:00

SessionNew Hydraulic Model Calibration Techniques

Session number412

TopicCollection Systems

Author(s)

James Brescol

Author(s)J.M. Brescol1; J.M. Barton2; H. Woo3; C.E. Bauer4;

Author affiliation(s)Tetra Tech, Inc., Cincinnati, OH1,4MSDGC, Cincinnati, OH2GCWW, Cincinnati, OH3

SourceProceedings of the Water Environment Federation

Document typeConference Paper

PublisherWater Environment Federation

Print publication date Oct 2021

DOI10.2175/193864718825158129

Volume / Issue

Content sourceWEFTEC

Word count9

Negotiating a Post-construction LTCP Compliance Work Plan: The Toledo Experience

Abstract

The City of Toledo, Ohio is one of the first large, combined sewer overflow (CSO) communities to complete construction of its consent decree program. The city has implemented a $512M program to control CSOs and known sanitary sewer overflows (SSOs). The terms of its consent decree with the United States Environmental Protection Agency (USEPA) and Ohio EPA require the city to confirm that the actual performance of constructed facilities meets the anticipated performance identified in the city's Long-Term Control Plan. Achieving regulatory approval of the city's Post Construction Compliance Monitoring (PCCM) plan was challenging and required multiple years of regulatory discussions. This paper identifies specific issues raised by USEPA as part of their review and how it was resolved to achieve plan approval. Few CSO communities have reached this point in their programs. The authors intend this paper to help other CSO communities plan for post-construction phases of their programs.

The City of Toledo, Ohio is one of the first large, CSO communities to complete construction of its LTCP. The consent decree with the USEPA and OEPA require the city to confirm the actual performance of constructed facilities meets the anticipated performance in the LTCP. Achieving regulatory approval of the monitoring plan was challenging and required multiple years of regulatory discussions. This paper identifies specific issues raised by USEPA as part of their review and how it was resolved.

SpeakerBrescol, James

Presentation time

14:00:00

14:30:00

Session time

13:30:00

15:00:00

SessionLong-term Control Planning and Consent Decree Orders

Session locationRoom S402a - Level 4

TopicCollection Systems, Intermediate Level, Utility Management and Leadership, Watershed Management, Water Quality, and Groundwater, Wet Weather

Author(s)

Selhorst, David

Author(s)D. Selhorst 1; J. Brescol 2 ; C. Hufnagel 3; D. Selhorst 1;

Author affiliation(s)City of Toledo 1; Tetra Tech 2 ; Tetra Tech 3; City of Toledo 1;

SourceProceedings of the Water Environment Federation

Document typeConference Paper

PublisherWater Environment Federation

Print publication date Oct 2023

DOI10.2175/193864718825159090

Volume / Issue

Content sourceWEFTEC

Word count11

Base text size -

Brescol, James

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