Table of Contents

I.1 - General Description

I.1.1 - CRiSP.1 in the Decision Making Process

I.1.2 - CRiSP.1 Submodels

II.1 - Model Computation Diagram

II.2 - Calibration Overview

II.2.1 - Calibration techniques

II.2.2 - Calibration status

Calibration status by variable type

Calibration status by submodel

II.3 - Flows

II.3.1 - Overview of Flow Computation

II.3.2 - Monte Carlo Flow Calculation

Hydroregulation Models

Flow Modulation

Monte Carlo Flow Modulator Validation

Flow Loss

Headwater Computation

Downstream Propagation

II.3.3 - Scenario Mode Flow Generation

Headwater Modulation

Reservoir Volume and Flow

Theory for Parameter Estimation

Maximum Unregulated Flows

Storage Reservoirs Parameter Values

II.3.4 - Flow-Velocity-Elevation

Pool Volume

Water Velocity

Flow-Velocity Calibration

II.3.5 - Temperature

II.4 - Reservoir Passage

II.5 - Fish Migration

II.5.1 - Theory

Probability Density Function

Passage Probability

Migration Parameters

Implementing the Travel Time Algorithm

II.5.2 - Calibration of Fish Travel Time Algorithms

Estimating Vvar

Smolt start/stop date

Travel time data sets

II.6 - Reservoir Survival

II.6.1 - Predation Mortality Theory

Predator Density

Activity Coefficient Estimation: Theory

Data for Activity Coefficients

Activity Coefficient Calibration

Activity Coefficient Variability

II.6.2 - Supersaturation Mortality

Theory

Calibration

II.7 - Nitrogen from Spill

II.7.1 - Theory

Exponential Saturation Equation

Hyperbolic Saturation Equation

Mechanistic Equation

Nitrogen in the Tailrace

Nitrogen at a Confluence

Nitrogen Dissipation

II.7.2 - Calibration

Empirical Equation

Mechanistic Equation

II.8 - Dam Passage

II.8.1 - Forebay Delay

Forebay Input

Forebay Passage Dynamics

Forebay Passage Coefficients

Calibration of Forebay Delay

Comparison Data

II.8.2 - Forebay and Tailrace Mortality

Predator Density / Volume Interaction

Forebay Mortality

Tailrace Mortality

Tailrace Residence Time

II.8.3 - Spill

Flow Archive Spill

Spill from Spill Schedule Tool

Spill Caps

Spill Efficiency

II.9 - Fish Guidance Efficiency

II.9.1 - FGE Theory

Constant FGE

Age Dependent FGE

II.9.2 - FGE Calibration

Spring Chinook

Fall Chinook FGE

Steelhead FGE

Historical FGE Values

Time Variable FGE

Bypass orifice and FGE

Bypass Elevations

II.9.3 - Multiple Powerhouses

II.9.4 - Fish Passage Efficiency (FPE)

II.9.5 - Dam Passage Survival

Calibrating Passage Mortality

II.10 - Transportation Mortality

II.10.1 - Theory

McNary Transportation

Lower Granite Transportation

II.10.2 - Transport Survival Calibration

Transportation schedule

Transportation Separation

Flow-based transport model calibration

II.11 - Stochastic Processes

II.11.1 - Stochastic Parameter Probability Density

II.11.2 - Stochastic Parameters

II.11.3 - Scales of Stochastic Variability

III.1 - Overview

Self-consistency

Model representativeness

Comparing validity assessment

Approach in CRiSP

III.2 - FGE validation

III.3 - Travel time validation

III.3.1 - Snake River spring chinook

III.3.2 - Snake River fall chinook

III.4 - Survival validations

III.4.1 - Fall Chinook survival

Snake River fall chinook

Mid-Columbia fall chinook survival

III.4.2 - Spring chinook survival

Snake River PIT tag survival studies

Spring chinook dam passage survival

Mid-Columbia spring chinook survival

Snake River spring chinook survival 1966-1983

Below Bonneville spring chinook survival

III.4.3 - Steelhead survival

Snake River steelhead survival

Sims and Ossiander steelhead study

Mid-Columbia steelhead survival

III.4.4 - Summary of validation with survival studies

Summary of fits to survival estimates

III.5 - Transportation validation

IV.1 - Description

IV.2 - Results

IV.3 - Discussion

Analyzed Range and Observed Range

VI. References