Mica Dam

Mica Dam Expansion Water Temperature and Fish Indexing Study 2020

The suggested citation for this analytic appendix is:

Thorley, J.L. & Amies-Galonski, E. (2021) Mica Dam Expansion Water Temperature and Fish Indexing Study 2020. A Poisson Consulting Analysis Appendix. URL: https://www.poissonconsulting.ca/f/955630057.

Background

The Mica Tailrace Fish Indexing Study is a multi-year program to estimate the effects of the addition of two new turbines (Mica 5 and 6) on the ichyofauna and thermal regime in the 2.5 km of the Columbia River downstream of Mica Dam. A single year of fish indexing data (2008) was also available from a previous program. As per the Terms of Reference (TOR) the relative abundance, condition and spatial distribution of the fish populations was assessed.

Mica 5 became operational on January 28th 2015 and Mica 6 became operational on December 22nd 2015.

Data Preparation

The fish and downstream temperature data were provided by the Ktunaxa Nation. The discharge and elevation data were queried from the Columbia Basin Hydrological Database.

The data were cleaned and tidied using R version 4.0.5 (R Core Team 2020).

Length Cutoffs

Individuals were classified as fry (age-0), juvenile (age-1 and older subadults) or adult (sexually mature) based on the length cut-offs in Table 1.

Statistical Analysis

Model parameters were estimated using Bayesian methods. The estimates were produced using JAGS (Plummer 2003). For additional information on Bayesian estimation the reader is referred to McElreath (2016).

Unless stated otherwise, the Bayesian analyses used weakly informative normal and half-normal prior distributions (Gelman, Simpson, and Betancourt 2017). The posterior distributions were estimated from 1500 Markov Chain Monte Carlo (MCMC) samples thinned from the second halves of 3 chains (Kery and Schaub 2011, 38–40). Model convergence was confirmed by ensuring that the potential scale reduction factor \(\hat{R} \leq 1.05\) (Kery and Schaub 2011, 40) and the effective sample size (Brooks et al. 2011) \(\textrm{ESS} \geq 150\) for each of the monitored parameters (Kery and Schaub 2011, 61).

The parameters are summarised in terms of the point estimate, lower and upper 95% credible limits (CLs) and the surprisal s-value (Greenland 2019). The estimate is the median (50th percentile) of the MCMC samples while the 95% CLs are the 2.5th and 97.5th percentiles. The s-value can be considered a test of directionality. More specifically it indicates how surprising (in bits) it would be to discover that the true value of the parameter is in the opposite direction to the estimate. An s-value of 4.3 bits, which is equivalent to a p-value (Kery and Schaub 2011; Greenland and Poole 2013) of 0.05, indicates that the surprise would be equivalent to throwing 4.3 heads in a row. The requirement that non-essential explanatory variables have s-values \(\geq\) 4.3 bits provides a useful model selection heuristic (Kery and Schaub 2011).

The results are displayed graphically by plotting the modeled relationships between particular variables and the response(s) with the remaining variables held constant. In general, continuous and discrete fixed variables are held constant at their mean and first level values, respectively, while random variables are held constant at their typical values (expected values of the underlying hyperdistributions) (Kery and Schaub 2011, 77–82). When informative the influence of particular variables is expressed in terms of the effect size (i.e., percent or n-fold change in the response variable) with 95% credible intervals (CIs, Bradford, Korman, and Higgins 2005).

The analyses were implemented using R version 4.0.5 (R Core Team 2020) and the mbr family of packages.

Model Descriptions

Body Condition

The annual variation in condition (body weight when accounting for body length) was estimated from the boat and backpack electrofishing captures using a mass-length model (He et al. 2008).

Key assumptions of the condition model include:

  • Weight varies with body length as an allometric relationship, i.e., \(W = \alpha L^{\beta}\).
  • \(\alpha\) varies randomly with year.
  • \(\alpha\) varies by period (pre versus post Mica 5 and 6).
  • The residual variation in weight is log-normally distributed.

Preliminary analyses indicated that site and day of the year were not informative predictors of condition.

Relative Abundance

The annual variation in relative abundance was estimated from the boat count and catch data using an over-dispersed Poisson model (Kery and Schaub 2011). Lineal densities are by kilometre of river (as opposed to kilometre of bank).

Key assumptions of the relative abundance model include:

  • Lineal count density varies by period.
  • Lineal count density varies randomly with year.
  • Lineal catch efficiency is a fixed multiplier of lineal count efficiency.
  • Expected counts (and catches) are the product of the count (catch) density and the length of river (half the length of bank) sampled.
  • Observed counts (and catches) are described by a Poisson-gamma distribution.

Preliminary analyses indicated that site and discharge were not informative predictors of the lineal count (or catch) density.

The model does not distinguish between the abundance and observer efficiency, i.e., it estimates the count which is the product of the two. As such it is necessary to assume that changes in observer efficiency by year are negligible in order to interpret the estimates as relative abundance.

Water Temperature

Tailrace

Climatic variation can cause large differences in annual temperatures. Consequently, we explored the data for an effect of the additional turbines on the difference in the water temperature between the right versus left bank and when moving downstream. All apparent systematic differences were within the accuracy of the temperature loggers (\(\pm 0.2^{\circ}\text{C}\)).

Forebay and Tailrace

In 2020 the BC Hydro thermistor data for the Mica Dam forebay were analysed using Maximum Likelihood (Millar 2011) and TMB (Kristensen et al. 2016) to determine the extent to which discharge from the turbines and the air temperature influences the water temperature in the tailrace.

Key assumptions of the hourly temperature model include:

  • The effective depth of each unit depends on the unit (as a random effect) and its discharge (as a fixed effect).
  • The water temperature effect of each unit depends on its effective depth and the stratification in the forebay.
  • The water temperature is affected by release from the dam and the difference in air temperature and the water temperature.
  • The temporal autocorrelation is described a first order moving average process.
  • The residual water temperature at the tailrace temperature logger is normally distributed.

Despite the incorporation of a first order moving average process the residual variation in the hourly tailrace water temperature was strongly autocorrelated. Consequently CIs are not provided for the coefficients or estimates.

Model Templates

Condition

.model{
  bAlpha ~ dnorm(5, 2^-2)
  bBeta ~ dnorm(3, 2^-2)

  bAlphaPeriod[1] <- 0
  for(i in 2:nPeriod) {
    bAlphaPeriod[i] ~ dnorm(0, 2^-2)
  }

  sAlphaAnnual ~ dnorm(0, 2^-2) T(0,)
  for(i in 1:nAnnual) {
    bAlphaAnnual[i] ~ dnorm(0, sAlphaAnnual^-2)
  }

  sWeight ~ dnorm(0, 2^-2) T(0,)
  for (i in 1:length(Weight)) {
    eAlpha[i] <- bAlpha + bAlphaPeriod[Period[i]] + bAlphaAnnual[Annual[i]]
    eBeta[i] <- bBeta
    log(eWeight[i]) <- eAlpha[i] + eBeta[i] * Length[i]
    Weight[i] ~ dlnorm(log(eWeight[i]), sWeight^-2)
  }

Block 1.

Relative Abundance

.model{
  bEfficiencyVisitType[1] <- 0
  for (i in 2:nVisitType) {
    bEfficiencyVisitType[i] ~ dnorm(0, 1^-2)
  }

  bDensity ~ dnorm(0, 5^-2)

  bDensityPeriod[1] <- 0
  for(i in 2:nPeriod) {
    bDensityPeriod[i] ~ dnorm(0, 2^-2)
  }

  sDensityAnnual ~ dnorm(0, 2^-2) T(0, )
  for(i in 1:nAnnual) {
    bDensityAnnual[i] ~ dnorm(0, sDensityAnnual^-2)
  }

  sDispersion ~ dnorm(0, 2^-2) T(0, )
  for (i in 1:length(Annual)) {
    log(eEfficiency[i]) <- bEfficiencyVisitType[VisitType[i]]
    log(eDensity[i]) <- bDensity + bDensityPeriod[Period[i]] + bDensityAnnual[Annual[i]]
    eAbundance[i] <- eDensity[i] * SiteLength[i] / 2
    eDispersion[i] ~ dgamma(1 / sDispersion^2, 1 / sDispersion^2)
    Count[i] ~ dpois(eAbundance[i] * eEfficiency[i] * eDispersion[i])
  }

Block 2.

Forebay and Tailrace

.#include <TMB.hpp>

template<class Type>
Type objective_function<Type>::operator() () {

DATA_VECTOR(Tailrace);
DATA_VECTOR(Intake);
DATA_VECTOR(Forebay);
DATA_VECTOR(Air);
DATA_VECTOR(Unit1);
DATA_VECTOR(Unit2);
DATA_VECTOR(Unit3);
DATA_VECTOR(Unit4);
DATA_VECTOR(Unit5);
DATA_VECTOR(Unit6);
DATA_VECTOR(Spill);
DATA_IVECTOR(Consecutive);

PARAMETER(sDepthUnit);
PARAMETER_VECTOR(bDepthUnit);
PARAMETER(bDepthSpill0);
PARAMETER_VECTOR(bDepthTurbineUnit);
PARAMETER(bRelease);
PARAMETER(bReleaseAir);
PARAMETER(bRho);
PARAMETER(sTailrace);

vector<Type> eTurbineUnit1 = Tailrace;
vector<Type> eTurbineUnit2 = Tailrace;
vector<Type> eTurbineUnit3 = Tailrace;
vector<Type> eTurbineUnit4 = Tailrace;
vector<Type> eTurbineUnit5 = Tailrace;
vector<Type> eTurbineUnit6 = Tailrace;
vector<Type> eDischarge = Tailrace;
vector<Type> eDepthTurbineUnit1 = Tailrace;
vector<Type> eDepthTurbineUnit2 = Tailrace;
vector<Type> eDepthTurbineUnit3 = Tailrace;
vector<Type> eDepthTurbineUnit4 = Tailrace;
vector<Type> eDepthTurbineUnit5 = Tailrace;
vector<Type> eDepthTurbineUnit6 = Tailrace;
vector<Type> eDepthSpill = Tailrace;
vector<Type> eStratification = Tailrace;
vector<Type> eEffectTurbineUnit1 = Tailrace;
vector<Type> eEffectTurbineUnit2 = Tailrace;
vector<Type> eEffectTurbineUnit3 = Tailrace;
vector<Type> eEffectTurbineUnit4 = Tailrace;
vector<Type> eEffectTurbineUnit5 = Tailrace;
vector<Type> eEffectTurbineUnit6 = Tailrace;
vector<Type> eEffectSpill = Tailrace;
vector<Type> eEffectDischarge = Tailrace;
vector<Type> eReleaseEffect = Tailrace;
vector<Type> eOutput = Tailrace;
vector<Type> eRelease = Tailrace;
vector<Type> eTailrace = Tailrace;

Type nll = 0.0;

eTailrace(0) = Tailrace(0);

for(int i = 0; i < 6; i++){
  nll -= dnorm(bDepthUnit(i), Type(0), exp(sDepthUnit), true);

for(int i = 1; i < Tailrace.size(); i++){
  eTurbineUnit1(i) = Unit1(i) + 0.0001;
  eTurbineUnit2(i) = Unit2(i) + 0.0001;
  eTurbineUnit3(i) = Unit3(i) + 0.0001;
  eTurbineUnit4(i) = Unit4(i) + 0.0001;
  eTurbineUnit5(i) = Unit5(i) + 0.0001;
  eTurbineUnit6(i) = Unit6(i) + 0.0001;
  eDischarge(i) = eTurbineUnit1(i) + eTurbineUnit2(i) + eTurbineUnit3(i) + eTurbineUnit4(i) + eTurbineUnit5(i) + eTurbineUnit6(i) + Spill(i);
  eDepthTurbineUnit1(i) = bDepthUnit(0) + bDepthTurbineUnit(0) * eTurbineUnit1(i);
  eDepthTurbineUnit2(i) = bDepthUnit(1) + bDepthTurbineUnit(1) * eTurbineUnit2(i);
  eDepthTurbineUnit3(i) = bDepthUnit(2) + bDepthTurbineUnit(2) * eTurbineUnit3(i);
  eDepthTurbineUnit4(i) = bDepthUnit(3) + bDepthTurbineUnit(3) * eTurbineUnit4(i);
  eDepthTurbineUnit5(i) = bDepthUnit(4) + bDepthTurbineUnit(4) * eTurbineUnit5(i);
  eDepthTurbineUnit6(i) = bDepthUnit(5) + bDepthTurbineUnit(5) * eTurbineUnit6(i);
  eDepthSpill(i) = bDepthSpill0;
  eStratification(i) = (Forebay(i) - Intake(i)) / (707 - 690) ;
  eEffectTurbineUnit1(i) = eDepthTurbineUnit1(i) * eStratification(i);
  eEffectTurbineUnit2(i) = eDepthTurbineUnit2(i) * eStratification(i);
  eEffectTurbineUnit3(i) = eDepthTurbineUnit3(i) * eStratification(i);
  eEffectTurbineUnit4(i) = eDepthTurbineUnit4(i) * eStratification(i);
  eEffectTurbineUnit5(i) = eDepthTurbineUnit5(i) * eStratification(i);
  eEffectTurbineUnit6(i) = eDepthTurbineUnit6(i) * eStratification(i);
  eEffectSpill(i) = eDepthSpill(i) * eStratification(i);
  eEffectDischarge(i) = (eEffectTurbineUnit1(i) * eTurbineUnit1(i) + eEffectTurbineUnit2(i) * eTurbineUnit2(i) + eEffectTurbineUnit3(i) * eTurbineUnit3(i) + eEffectTurbineUnit4(i) * eTurbineUnit4(i) + eEffectTurbineUnit5(i) * eTurbineUnit5(i) + eEffectTurbineUnit6(i) * eTurbineUnit6(i) + eEffectSpill(i) * Spill(i)) / eDischarge(i);
  eReleaseEffect(i) = exp(bRelease + bReleaseAir * (Air(i) - Intake(i)));
  eOutput(i) = Intake(i) + eEffectDischarge(i);
  eRelease(i) = eOutput(i) + eReleaseEffect(i);
  eTailrace(i) = eRelease(i) + Consecutive(i) * invlogit(bRho) * (Tailrace(i-1) - eTailrace(i-1));
  nll -= dnorm(Tailrace(i), eTailrace(i), exp(sTailrace), true);
return nll;

Block 3. Model description.

Mica Dam Expansion Water Temperature and Fish Indexing Study 2019

The suggested citation for this analytic appendix is:

Thorley, J.L. & Amies-Galonski, E. (2020) Mica Dam Expansion Water Temperature and Fish Indexing Study 2019. A Poisson Consulting Analysis Appendix. URL: http://www.poissonconsulting.ca/f/1134568871.

Background

The Mica Tailrace Fish Indexing Study is a multi-year program to estimate the effects of the addition of two new turbines (Mica 5 and 6) on the ichyofauna and thermal regime in the 2.5 km of the Columbia River downstream of Mica Dam. A single year of fish indexing data (2008) was also available from a previous program. As per the Terms of Reference (TOR) the relative abundance, condition and spatial distribution of the fish populations was assessed. In addition, changes in the species evenness were also estimated.

Mica 5 became operational on January 28th 2015 and Mica 6 became operational on December 22nd 2015.

Data Preparation

The fish and temperature data were provided by the Ktunaxa Nation. The discharge and elevation data were queried from the Columbia Basin Hydrological Database.

The data were cleaned and tidied using R version 4.0.1 (R Core Team 2015).

Length Cutoffs

Individuals were classified as fry (age-0), juvenile (age-1 and older subadults) or adult (sexually mature) based on the length cut-offs in Table 1.

Statistical Analysis

Model parameters were estimated using Bayesian methods. The Bayesian estimates were produced using JAGS (Plummer 2015). For additional information on Bayesian estimation the reader is referred to McElreath (2016).

Unless indicated otherwise, the Bayesian analyses used normal and uniform prior distributions that were vague in the sense that they did not constrain the posteriors (Kery and Schaub 2011, 36). The posterior distributions were estimated from 1500 Markov Chain Monte Carlo (MCMC) samples thinned from the second halves of 3 chains (Kery and Schaub 2011, 38–40). Model convergence was confirmed by ensuring that the potential scale reduction factor \(\hat{R} \leq 1.05\) (Kery and Schaub 2011, 40) and the effective sample size (Brooks et al. 2011) \(\textrm{ESS} \geq 150\) for each of the monitored parameters (Kery and Schaub 2011, 61).

The parameters are summarised in terms of the point estimate, standard deviation (sd), the z-score, lower and upper 95% confidence/credible limits (CLs) and the p-value (Kery and Schaub 2011, 37, 42). The estimate is the median (50th percentile) of the MCMC samples, the z-score is \(\mathrm{mean}/\mathrm{sd}\) and the 95% CLs are the 2.5th and 97.5th percentiles. A p-value of 0.05 indicates that the lower or upper 95% CL is 0.

The results are displayed graphically by plotting the modeled relationships between particular variables and the response(s) with the remaining variables held constant. In general, continuous and discrete fixed variables are held constant at their mean and first level values, respectively, while random variables are held constant at their typical values (expected values of the underlying hyperdistributions) (Kery and Schaub 2011, 77–82). When informative the influence of particular variables is expressed in terms of the effect size (i.e., percent change in the response variable) with 95% confidence/credible intervals (CIs, Bradford, Korman, and Higgins 2005).

The analyses were implemented using R version 4.0.1 (R Core Team 2018) and the mbr family of packages.

Model Descriptions

Body Condition

The annual variation in condition (body weight when accounting for body length) was estimated from the boat and backpack electrofishing captures using a mass-length model (He et al. 2008).

Key assumptions of the condition model include:

  • Weight varies with body length as an allometric relationship, i.e., \(W = \alpha L^{\beta}\).
  • \(\alpha\) varies with year.
  • \(\beta\) varies with year.
  • The residual variation in weight is log-normally distributed.

Preliminary analyses indicated that site and day of the year were not informative predictors of condition.

Relative Abundance

The annual variation in relative abundance was estimated from the boat count and catch data using an over-dispersed Poisson model (Kery and Schaub 2011). Lineal densities are by kilometre of river (as opposed to kilometre of bank).

Key assumptions of the relative abundance model include:

  • Lineal density varies by period.
  • Lineal density varies randomly with year.
  • Lineal catch density is a fixed proportion of lineal count density.
  • Expected counts (and catches) are the product of the count (catch) density and the length of river (half the length of bank) sampled.
  • Observed counts (and catches) are described by a Poisson-gamma distribution.

Preliminary analyses indicated that site was not an informative predictor of lineal density.

The model does not distinguish between the abundance and observer efficiency, i.e., it estimates the count which is the product of the two. As such it is necessary to assume that changes in observer efficiency by year are negligible in order to interpret the estimates as relative abundance.

Water Temperature

Climatic variation can cause large differences in annual temperatures. Consequently, we explored the data for an effect of the additional turbines on the difference in the water temperature between the right versus left bank and when moving downstream. All apparent systematic differences were within the accuracy of the temperature loggers (\(\pm 0.2^{\circ}\text{C}\)).

Model Templates

Condition

.model{
  bWeightAlpha ~ dnorm(5, 2^-2)
  bWeightBeta ~ dnorm(3, 2^-2)
  bWeightAlphaYear[1] <- 0
  for(i in 2:nYear) {
    bWeightAlphaYear[i] ~ dnorm(0, 2^-2)
  }
  bWeightBetaYear[1] <- 0
  for(i in 2:nYear) {
    bWeightBetaYear[i] ~ dnorm(0, 2^-2)
  }
  sWeight ~ dnorm(0, 2^-2) T(0,)
  for (i in 1:length(Weight)) {
    eWeightAlpha[i] <- bWeightAlpha + bWeightAlphaYear[Year[i]]
    eWeightBeta[i] <- bWeightBeta + bWeightBetaYear[Year[i]]
    log(eWeight[i]) <- eWeightAlpha[i] + eWeightBeta[i] * Length[i]
    Weight[i] ~ dlnorm(log(eWeight[i]), sWeight^-2)
  }

Block 1.

Relative Abundance

.model{
  bEfficiency <- 1
  bEfficiencyVisitType[1] <- 0
  for (i in 2:nVisitType) {
    bEfficiencyVisitType[i] ~ dunif(0, 1)
  }
  bDensity ~ dnorm(0, 5^-2)
  bDensityPeriod[1] <- 0
  for(i in 2:nPeriod) {
    bDensityPeriod[i] ~ dnorm(0, 2^-2)
  }
  sDensityYear ~ dnorm(0, 2^-2) T(0, )
  for(i in 1:nYear) {
    bDensityYear[i] ~ dnorm(0, sDensityYear^-2)
  }
  sDispersion ~ dnorm(0, 2^-2) T(0, )
  for (i in 1:length(Year)) {
    
    eEfficiency[i] <- bEfficiency - bEfficiencyVisitType[VisitType[i]]
    log(eDensity[i]) <- bDensity + bDensityPeriod[Period[i]] + bDensityYear[Year[i]]
    eAbundance[i] <- eDensity[i] * SiteLength[i] / 2
    eDispersion[i] ~ dgamma(1 / sDispersion^2, 1 / sDispersion^2)
    Count[i] ~ dpois(eAbundance[i] * eEfficiency[i] * eDispersion[i])
  }

Block 2.

Middle Columbia River Fish Indexing Analysis 2017

The suggested citation for this analytic report is:

Thorley, J.L. (2018) Middle Columbia River Fish Indexing Analysis 2017. A Poisson Consulting Analysis Report. URL: https://www.poissonconsulting.ca/f/77904731.

Background

The key management questions to be addressed by the analyses are:

  1. Is there a change in abundance of adult life stages of fish using the Middle Columbia River (MCR) that corresponds with the implementation of a year-round minimum flow?
  2. Is there a change in growth rate of adult life stages of the most common fish species using the MCR that corresponds with the implementation of a year-round minimum flow?
  3. Is there a change in body condition (measured as a function of relative weight to length) of adult life stages of fish using the MCR that corresponds with the implementation of a year-round minimum flow?
  4. Is there a change in spatial distribution of adult life stages of fish using the MCR that corresponds with the implementation of a year-round minimum flow?

Other objectives include the estimation of species richness, species diversity (evenness) and the modeling of environmental-fish metric relationships and scale age data. The year-round minimum flow was implemented in the winter of 2010 at the same time that a fifth turbine was added.

Mica Tailrace Fish Indexing Study 2013

The suggested citation for this analytic report is:

Thorley, J.L. (2015) Mica Tailrace Fish Indexing Analysis 2013. A Poisson Consulting Analysis Report. URL: https://www.poissonconsulting.ca/f/186605684.

Background

The Mica Tailrace Fish Indexing Study is a four year program to estimate the effects of the addition of two new turbines (Mica 5 and 6) on the ichyofauna and thermal regime in the 2.5 km of the Columbia River downstream of Mica Dam. A single year of fish indexing data (2008) was also available from a previous program. As per the Terms of Reference (TOR) the relative abundance, condition and spatial distribution of the fish populations was assessed. In addition, changes in the species evenness were also estimated.