Root Causes Analyses of the Oroville Dam Gated Spillway Failures and Other Developments

University of California, Berkeley (UC Berkeley) | July 20th, 2017

We have performed forensic Root Causes Analyses of the Oroville Dam Gated Spillway failures and other associated developments as unfunded (approximately 3,000 pro-bono h

We have performed forensic Root Causes Analyses of the Oroville Dam Gated Spillway failures and other associated developments as unfunded (approximately 3,000 pro-bono hours) volunteers of the University of California at Berkeley (UCB) Center for Catastrophic Risk Management (CCRM) Oroville Dam Advisory Group (ODAG). We initiated this work on January 27, 2017. The results contained in this report have been developed based on the currently available public document and information sources cited at the end of this report, included in the Preliminary Root Causes Analysis of the Failures of the Oroville Dam Gated Spillway report dated April 17, 2017, and in the Legislative Oversight Report: Oroville Dam report dated May 11, 2017.  This report documents our analyses of the Root Causes of the initial failure of the Gated Spillway. Appendix A of this report provides summaries of the procedures and processes we used to perform the Root Causes analyses, background on the components that comprise Engineered Systems, and background on the Human and Organizational Factor malfunctions (errors) responsible for failures of Engineered Systems. Appendix B provides details of our analyses of the Physical and Organizational Root Causes of the initial failure of the Gated Spillway. The opinions expressed in this Report are ours alone. The opinions expressed herein are a fair and accurate summary of our opinions, based upon our experience, education, training, and expertise.

Ruling on Motions for Preliminary Injunction in Tulare Lake Basin Water Storage District v. California Department of Water Resources

Superior Court of California, County of Sacramento | June 20th, 2024

SacPAS Fish Model: A model for emergence, migration and survival of Sacramento River salmon

Delta Stewardship Council (Delta Council) | November 1st, 2017

Sacramento and San Joaquin River Basins Comprehensive Study Technical Studies Documentation: Reservoir Operations Modeling - Existing Design Operations and Re-operation Analyses

U.S. Army Corps of Engineers (USACE) | December 1st, 2002

In response to extensive flooding and damages experienced in 1997, the United States Congress authorized the U.S. Army Corps of Engineers, Sacramento District (USACE) to

In response to extensive flooding and damages experienced in 1997, the United States Congress authorized the U.S. Army Corps of Engineers, Sacramento District (USACE) to provide a comprehensive analysis of the Sacramento and San Joaquin river basin flood management systems and to partner with the State of California to develop master plans for flood damage reduction. The USACE and the State Reclamation Board of California are leading this Comprehensive Study to improve flood management and integrate ecosystem restoration in the Sacramento and San Joaquin river basins. The authorization for the Comprehensive Study directed the development of hydrologic and hydraulic models for both river basins that will allow systematic evaluation. These models incorporate reservoir operations and flow along the major river systems to evaluate the performance of the flood management systems. The models can be used to assess the performance of the current systems or modified systems under a wide range of hydrologic conditions. This report documents the work conducted for the Sacramento and San Joaquin River Basins Comprehensive Study to develop reservoir operation models, specifically Phase II – Model Refinement and Simulation of both existing operational conditions and evaluation of flood management alternatives. The main product components of this effort include: HEC-5 Reservoir Operation Models for the Sacramento and San Joaquin River basins, which will include headwater and major flood management reservoirs. The first part of this document is limited to the use of reservoir models to identify and describe baseline conditions. It does not include the formulation or evaluation of flood management alternatives. The performance of modified flood management strategies is addressed within subsequent sections of this document. Future work will continue to use these models in the analysis of alternatives for reducing flood damages in California’s Central Valley.

Sacramento County | Making Room for Recharge: Cosumnes River Levee Removal and Floodplain Restoration

Nature Conservancy | June 12th, 2014

Reconnecting rivers to floodplains can facilitate groundwater recharge. A recent project along the Cosumnes River is one of the first to intentionally demonstra

Reconnecting rivers to floodplains can facilitate groundwater recharge. A recent project along the Cosumnes River is one of the first to intentionally demonstrate this recharge benefit. While this project was expensive and more complex than many forms of recharge, public funding paid for the project and a partnership with UC Davis is improving the understanding of groundwater-surface water interactions and basin groundwater conditions. In 2014, The Nature Conservancy piloted this concept by selectively removing portions of a private levee system along the Cosumnes River to enhance floodplain processes and restore approximately 500 acres of riparian habitat. The levee removal project offers multiple environmental benefits, including increased groundwater recharge in the floodplain.

Sacramento Flood System Weirs and Bypasses

California Department of Water Resources (DWR) | April 8th, 2011

An explanatory document on the Sacramento River's flood system weirs and bypasses.

An explanatory document on the Sacramento River's flood system weirs and bypasses.

Sacramento River Delta 3D Mapping Project Technical Report

Delta Stewardship Council (Delta Council) | May 1st, 2018

This technical report is in response to item five in the Delta Stewardship Council project #6276. The data collection and analysis were completed by Freshwater Map of Big

This technical report is in response to item five in the Delta Stewardship Council project #6276. The data collection and analysis were completed by Freshwater Map of Bigfork, Montana. The objective of this phase-1 project was to demonstrate, to a broad audience, how our high-resolution, hydro-acoustic, river-mapping services could help people working toward water resource solutions for the delta. The overarching goal for the State of California is to balance human needs for freshwater with an ecological healthy river-delta system under the “co-equal goals” legislation. The fundamental question being addressed by all stakeholders is: how much water can be drawn from the delta and still maintain a healthy delta wide ecosystem? However, there is no agreement yet on how much the ecosystem needs or how a multitude of uses and flow regulation impacts both humans and the ecosystem. A suite of computer models has been developed and refined over the past two decades to address this fundamental question (Fig. 1). These models were developed to help guide resource decision agreement on how to manage freshwater that flows to and through the delta. The data that we collect can help initialize, validate and greatly enhance many of these models (Fig. 1). The data analysis presented in this technical report is a first pass summary of how the depth and flow data coupled to the sonar imagery can be used to help reach delta-wide agreement over water resource management .

Sacramento River Flood Control Project Weirs and Flood Relief Structures

California Department of Water Resources (DWR) | April 8th, 2011

This fact sheet from the Department of Water Resources describes the features of the weirs and flood control infrastructure along the Sacramento River.

This fact sheet from the Department of Water Resources describes the features of the weirs and flood control infrastructure along the Sacramento River.

Sacramento River Flood Control Project Weirs and Flood Relief Structures

California Department of Water Resources (DWR) | April 8th, 2011

Sacramento Valley has a history of floods and management of floods that goes back as long as people have populated the region. Prior to flood management, the valley floor

Sacramento Valley has a history of floods and management of floods that goes back as long as people have populated the region. Prior to flood management, the valley floor would be blanketed by seasonal runoff nearly every year; the Sacramento Valley was once nicknamed the “inland sea.” This tendency to flood results from the geography of the region as well as the weather. The occasionally large amounts of rain that fall in the surrounding Coastal ranges and the relatively steep Sierra Nevada mountain ranges produce rapid surface water runoff to the Sacramento River. The amount of this surface water runoff can be quite large, depending on the amount of rainfall, snow melt, and soil moisture of the watershed. Fast water flowing from the mountains is blunted by the relatively shallow grade of the Sacramento River south of the city of Red Bluff, and would often overtop the river banks. In addition, The Sacramento River would begin depositing sediment in the more shallow grades that would often alter its direction of flow. In order to control these storm flows that would otherwise flood farmland and cities, the Sacramento River Flood Control Project (the Project) was created. The Project was designed with the understanding that runoff from many of the storm events experienced in the Sacramento River watershed cannot be contained within the banks of the river. Nor could this flow be fully contained within a levee system without periodically flooding adjacent property. Thus, the Project was designed to occasionally spill through a system of weirs and flood relief structures into adjacent basins. These basins are designed to contain flood waters and channel them downstream, to eventually be conveyed back into the Sacramento River near Knights Landing and Rio Vista. Dry weather flows are contained within levees near the river banks and land within the flood basins is then used for agricultural purposes.

Sacramento River Temperature Task Group Annual Report of Activities October 1, 2013 through September 30, 2014

Delta Stewardship Council (Delta Council) | October 6th, 2014