Central Valley anadromous salmonid habitat suitability criteria

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The findings and conclusions in this article are those of the author and do not necessarily represent the views of the U.S. Fish and Wildlife Service. This paper was prepared under the auspices of the U.S. Government and is therefore not subject to copywrite.

REVIEW PAPER

Mark Gard*

California Department of Fish and Wildlife, Conservation Engineering Branch, 1010 Riverside Parkway, West Sacramento, CA 95605, USA  https://orcid.org/0009-0002-4529-9707

*Corresponding Author: mark.gard@wildlife.ca.gov

Published 21 Nov 2023 • doi.org/10.51492/cfwj.109.12

Abstract

Habitat suitability criteria (HSC) are a key information source used in designing habitat restoration projects. Many site-specific HSC have been developed in the Central Valley of California for various life stages of anadromous salmonids. Substantial differences between the HSC can be due to watershed characteristics and the methods used to develop the HSC. Spawning HSC generally have optimum depths of 0.3–1 m, optimum velocities of 0.3–1 m/s, and substrate sizes ranging from 25–100 mm. Optimum conditions for fry are generally shallow (less than 0.5 m) and slow (less than 0.1 m/s) with woody cover. Juvenile salmonids use deeper (0.5–1 m) and faster (up to 0.4 m/s) conditions than fry but are similar to fry in their preference for woody cover. HSC developed by the U.S. Fish and Wildlife Service on the Yuba River are recommended for evaluating habitat restoration projects on larger rivers, while HSC developed on Clear Creek are recommended for evaluating habitat restoration projects on smaller Central Valley streams. A key limitation of existing HSC is that they were only developed for in-channel conditions; fishery benefits of floodplain restoration projects are best quantified using total wetted area. Optimal HSC values are most useful in the initial design of habitat restoration projects, while flow-habitat relationships for existing versus proposed conditions can be useful in identifying needed design refinements, such as adding large woody debris.

Key words: Central Valley, Chinook Salmon, habitat suitability criteria, restoration, steelhead

Citation: Gard, M. 2023. Central Valley anadromous salmonid habitat suitability criteria. California Fish and Wildlife Journal 109:e12.
Editor: John Kelly, Fisheries Branch
Submitted: 11 April 2023; Accepted: 31 July 2023
Copyright: ©2023, Gard. This is an open access article and is considered public domain. Users have the right to read, download, copy, distribute, print, search, or link to the full texts of articles in this journal, crawl them for indexing, pass them as data to software, or use them for any other lawful purpose, provided the authors and the California Department of Fish and Wildlife are acknowledged.
Funding: The study was funded by the Anadromous Fisheries Restoration Program (Section 3406[b][1]) of the Central Valley Project Improvement Act (Title XXXIV of P.L. 102-575).
Competing Interests: The author has not declared any competing interests.

Introduction

Habitat suitability criteria (HSC) are used to translate physical parameters, such as depth and velocity, into habitat (Bovee et al. 1998). Additional uses of HSC are to predict niche requirements, species spatial distribution, deal with invasive species risk, species conservation (present distribution, restoration, etc.), and environmental impacts such as climate change, watershed development and pollution (Hirzel and Le Lay 2008). The focus of this paper is on the use of HSC to design habitat restoration projects for anadromous salmonids in the Central Valley of California, as well as to assess the success of habitat restoration projects through biological verification. Assessing predictive power of suitability criteria (and associated models) is of paramount importance, both theoretical and applied (Manly et al. 2002). HSC are used heavily in restoration design (Peterson and Duarte 2020), as well as planning for California infrastructure, water use in face of growing population, increased species listing, and a rapidly-changing environment.

The earliest HSC, such as Bovee (1978), were generalized criteria based largely on best professional judgement. More recent site-specific HSC can be divided into three major categories: 1) use, 2) use/availability ratios, and 3) presence/absence data (Ahmadi-Nedushan et al. 2006). In contrast, HSC used in recent hydropower relicensing are generally developed by consensus among the relicensing participants (for example, see South Sutter Water District 2018). Generally, separate HSC are developed for different life stages (spawning, fry rearing and juvenile rearing). Spawning HSC will usually include substrate, in addition to depth and velocity, while fry and juvenile rearing can include cover and adjacent velocity as additional parameters (USFWS 1985, 1994, 1997a, 1997b, 2003, 2005a, 2005b, 2006, 2010a, 2010b, 2011a, 2011b). The goal of HSC is to reflect organisms’ selection of preferred habitat conditions (Manly et al. 2002). For anadromous salmonids, preferred habitat conditions are assumed to translate into increased growth and survival . Habitat selection can be biased by limited availability of preferred habitat conditions; use/availability ratios were proposed to address this issue but can result in overcorrection of the effects of availability (Thomas and Bovee 1993). More recently, logistic regressions, using data collected at both location with (presence, occupied) and without (absence, unoccupied) organisms, have been used to address the effects of availability in developing HSC (Knapp and Preisler 1999; Parasiewicz 1999; Geist et al. 2000; Goodman et al. 2018; Guay et al. 2000; Pearce and Ferrier 2000; Filipe et al. 2002; Tiffan et al. 2002; McHugh and Budy 2004; Tirelli et al. 2009).

The purpose of this paper is to provide a synthesis and analysis of site-specific HSC for Chinook Salmon (Oncorhynchus tschawytscha) and steelhead (Oncorhynchus mykiss) in the Central Valley.

Methods

I reviewed gray literature (agency and consultant reports) to identify Central Valley anadromous salmonid site-specific HSC. Metadata for each set of HSC was assembled from either the gray literature or websites and Geographic Information System databases. Data for spawning HSC were generally collected by wading, with depth, mean water column velocity and substrate (Table 1) measurements collected at redd locations. For the Sacramento and Yuba Rivers, redds in deep (non-wadable) water were identified and their substrate quantified using underwater video, while the depth and velocity for each redd was measured using an Acoustic Doppler Current Profiler (ADCP; Gard and Ballard 2003). For presence/absence criteria, the horizontal location of redds within study sites were determined with either a total station or Real Time Kinematic Global Positioning System (RTK GPS) units; hydraulic models of the sites were then used to select unoccupied locations (USFWS 2005a, 2006, 2010a, 2011b). Data for fry and juvenile rearing HSC were collected by snorkeling, with numbered tags dropped at fish locations. Additional data recorded at fish locations were fish size, species, and cover code (Table 2). In general, there was an effort to sample equal areas of different mesohabitat types (riffles, runs, pools and glides) to address effects of availability on habitat use. Subsequently, measurements of depth, velocity, and adjacent velocity were made at each tag location. Adjacent velocity was defined as the fastest velocity within two feet laterally of a tag location. Adjacent velocity can be an important habitat variable as fish, particularly fry and juveniles, frequently reside in slow-water habitats adjacent to faster water where invertebrate drift is conveyed (Fausch and White 1981). For fry and juvenile rearing, the use of adjacent velocity is based on the mechanism of the transport of invertebrate drift from fast-water areas to adjacent slow-water areas where fry and juvenile salmonids reside via turbulent mixing. For the Sacramento and Yuba Rivers, rearing HSC data in deep (non-snorkelable) water was collected by SCUBA diving, with a weighted buoy placed at each fish location. Subsequently, depth and velocity data for each buoy, as well as at unoccupied locations, were measured with the ADCP. For presence/absence rearing criteria, depth, velocity, cover, and adjacent velocities were collected at randomly selected unoccupied locations (USFWS 2005b, 2010b, 2011a, 2013).

Table 1. Substrate codes, descriptors, and particle sizes (mm).

CodeTypeParticle Size
0.1Sand/Silt< 2.5
1Small Gravel2.5–25
1.2Medium Gravel25–50
1.3Medium/Large Gravel25–75
1.4Gravel/Cobble25–100
2.3Large Gravel50–75
2.4Gravel/Cobble50–100
3.4Small Cobble75–100
3.5Small Cobble75–125
4.5Medium Cobble100–125
4.6Medium Cobble100–150
6.8Large Cobble150–200
8Large Cobble200–250
9Boulder/Bedrock> 300
10Large Cobble250–300

Table 2. Cover coding system.

Cover CategoryCover Code
No cover0.1
Cobble (75–300 mm)1
Boulder (> 300 mm)2
Fine woody vegetation (< 25 mm diameter)3
Fine woody vegetation + overhead3.7
Branches4
Branches + overhead4.7
Log (> 300 mm diameter)5
Log + overhead5.7
Overhead cover (> 0.6 m above substrate)7
Undercut bank8
Aquatic vegetation9
Aquatic vegetation + overhead9.7
Rip-rap10

For depth and velocity use HSC, the criteria were developed directly from use observations using a range of curve fitting and smoothing techniques. Use/availability criteria are developed by dividing use observations, generally binned, by availability data from transects. Presence/absence HSC are developed using a polynomial logistic regression that uses both the occupied and unoccupied data; the results of the logistic regression are rescaled, so that the highest value is 1.0, to calculate the Habitat Suitability Index (HSI) values. The first step in the development of the cover criteria was to group cover codes, so that there were no significant differences within the groups and a significant difference between the groups, using Pearson’s test for association. Categorical data (substrate and cover) are developed into HSC by calculating the frequencies for each substrate or cover code, and then dividing the frequencies by the highest frequency cover or substrate code, so that the highest HSI value is 1.0. For the Sacramento River, effects of availability on cover use were addressed by subsampling equal areas with and without woody cover (USFWS 2005b). This technique could not be used for the Yuba River and Clear Creek, due to the limited availability of woody cover. As a result, the HSI for each cover group was calculated by dividing the percent of occupied locations in each group by the percent of occupied locations in the group with the highest percent of occupied locations.

The resulting HSC, along with two-dimensional hydraulic and habitat models of study sites, were used to conduct biological verification. Specifically, one-tailed Mann-Whitney U tests (Zar 1984) were used to determine whether the combined suitability predicted by the hydraulic and habitat models was higher at locations where redds, fry, or juveniles were present versus locations where redds, fry, or juveniles were absent (USFWS 2005a, 2006, 2010a, 2010b, 2011b, 2013).

I conducted a meta-analysis of HSC by examining the correlation of optimal depths and velocities to watershed characteristics (flow and slope), and Kruskal-Wallis tests of the effects of HSC methods on optimal depths and velocities. Separate analyses were conducted for each life stage (spawning, fry rearing and juvenile rearing). I selected optimal depth and velocities as response variables because they are most commonly used in designing habitat restoration projects.

Results

I identified seventeen sets of Central Valley site-specific HSC for Chinook Salmon spawning (Figs. 1–3), twelve sets of HSC for Chinook Salmon fry rearing (Figs. 4–7), ten sets of HSC for Chinook Salmon juvenile rearing (Figs. 8–11), five sets of HSC for steelhead spawning (Figs. 12–14), and three sets of HSC for steelhead fry and juvenile rearing (Figs. 15–22). References for the HSC are Aceituno (1990), Beak Consultants (1989), EBMUD (2019), Envirosphere (1991), Payne and Associates (1995, 2002), USFWS (1985, 1994, 1997a,b, 2003, 5005a,b, 2006, 2010a,b, 2011a,b, 2013), and Vogel (1982). For the Sacramento River, there were separate criteria for fall-run, late-fall-run and winter-run Chinook Salmon spawning and fry rearing, but only one set of criteria, for all three runs combined, for juvenile rearing. There were depth and velocity HSC for all sets of criteria, but not all spawning criteria had substrate HSC, and only half of the fry and rearing criteria had cover and adjacent velocity HSC. There were challenges in converting the substrate HSC used in different studies into a common substrate coding system, and the cover coding system in Table 2 limited the consideration of cover HSC to those that used this coding system. Other rearing HSC either did not use cover as a third parameter, used substrate, or used a simplified cover coding system with two categories (object present or absent). Metadata for the HSC (Table 3) showed a wide range of flows, gradients and techniques used to develop the criteria.

Figure 1. Chinook Salmon spawning depth (m) Habitat Suitability Criteria and Habitat Suitability Index (HSI).

Figure 2. Chinook Salmon spawning mean water column velocity (m/s) Habitat Suitability Criteria and Habitat Suitability Index (HSI).

Chinook Salmon spawning substrate Habitat Suitability Criteria and Habitat Suitability Index (HSI).
Figure 3. Chinook Salmon spawning substrate Habitat Suitability Criteria and Habitat Suitability Index (HSI).

Chinook Salmon fry rearing depth Habitat Suitability Criteria.
Figure 4. Chinook Salmon fry rearing depth Habitat Suitability Criteria.

Chinook Salmon fry rearing mean water column velocity Habitat Suitability Criteria.
Figure 5. Chinook Salmon fry rearing mean water column velocity Habitat Suitability Criteria.

Chinook Salmon fry rearing cover Habitat Suitability Criteria.
Figure 6. Chinook Salmon fry rearing cover Habitat Suitability Criteria.

Chinook Salmon fry rearing adjacent velocity Habitat Suitability Criteria.
Figure 7. Chinook Salmon fry rearing adjacent velocity Habitat Suitability Criteria.

Chinook Salmon juvenile rearing depth Habitat Suitability Criteria.
Figure 8. Chinook Salmon juvenile rearing depth Habitat Suitability Criteria.

Chinook Salmon juvenile rearing mean water column velocity Habitat Suitability Criteria.
Figure 9. Chinook Salmon juvenile rearing mean water column velocity Habitat Suitability Criteria.

Figure 10. Chinook Salmon juvenile rearing cover Habitat Suitability Criteria.

Chinook Salmon juvenile rearing adjacent velocity Habitat Suitability Criteria.
Figure 11. Chinook Salmon juvenile rearing adjacent velocity Habitat Suitability Criteria.

Steelhead spawning depth Habitat Suitability Criteria.
Figure 12. Steelhead spawning depth Habitat Suitability Criteria.

Steelhead spawning mean water column velocity Habitat Suitability Criteria.
Figure 13. Steelhead spawning mean water column velocity Habitat Suitability Criteria.

Steelhead spawning substrate Habitat Suitability Criteria.
Figure 14. Steelhead spawning substrate Habitat Suitability Criteria.

Steelhead fry rearing depth Habitat Suitability Criteria.
Figure 15. Steelhead fry rearing depth Habitat Suitability Criteria.

Steelhead fry rearing mean water column velocity Habitat Suitability Criteria.
Figure 16. Steelhead fry rearing mean water column velocity Habitat Suitability Criteria.

Steelhead fry rearing cover Habitat Suitability Criteria.
Figure 17. Steelhead fry rearing cover Habitat Suitability Criteria.

Steelhead fry rearing adjacent velocity Habitat Suitability Criteria.
Figure 18. Steelhead fry rearing adjacent velocity Habitat Suitability Criteria.

Steelhead juvenile rearing depth Habitat Suitability Criteria.
Figure 19. Steelhead juvenile rearing depth Habitat Suitability Criteria.

Steelhead juvenile rearing mean water column velocity Habitat Suitability Criteria.
Figure 20. Steelhead juvenile rearing mean water column velocity Habitat Suitability Criteria.

Steelhead juvenile rearing cover Habitat Suitability Criteria.
Figure 21. Steelhead juvenile rearing cover Habitat Suitability Criteria.

Steelhead juvenile rearing adjacent velocity Habitat Suitability Criteria.
Figure 22. Steelhead juvenile rearing adjacent velocity Habitat Suitability Criteria.

Table 3. Metadata for the Habitat Suitability Criteria that includes the river, species, run, life stage, number of observations, method used, flow (cfs), slope, months, and maximum fork length (max FL). (ND = No Data Available, NA = Not Applicable)

RiverSpeciesRunLife stage# ObsMethodFlowSlopeMonthsMax FL
AmericanChinookfallspawning218Use2,7800.07%Oct–NovNA
SacramentoChinookfallspawning437Use5,2370.10%Oct–NovNA
SacramentoChinooklate-fallspawning156Use3,6300.10%Jan–MarNA
SacramentoChinookwinterspawning227Use13,8430.10%May–JulyNA
YubaChinookspringspawning168P/A6120.22%SeptNA
YubaChinookfallspawning870P/A6810.22%Oct–NovNA
ClearChinookspringspawning180P/A1670.44%Sept–OctNA
ClearChinookfallspawning761P/A2170.44%Oct–DecNA
ButteChinookspringspawning792P/A990.72%Sept–OctNA
MercedChinookfallspawning186Use2750.09%OctNA
StanislausChinookfallspawning105U/A4000.11%NovNA
TuolumneChinookfallspawningNDUse3300.06%NDNA
BattleChinookfallspawning216Use4920.35%OctNA
FeatherChinookfallspawning417Use1,5500.03%Oct–DecNA
YubaChinookfallspawning254Use7370.22%NovNA
MokelumneChinookfallspawning98U/A6360.05%fallNA
MokelumneChinookfallspawning366Use3230.05%Oct–JanNA
AmericanChinookfallfryNDUse6,0830.07%ND50
SacramentoChinookfallfry407P/A8,1330.10%Jan–June60
SacramentoChinooklate-fallfry439P/A9,9020.10%Apr–Sept60
SacramentoChinookwinterfry266P/A9,3560.10%July–Jan60
YubaChinookfall/springfry178P/A1,8590.22%Jan–May60
ClearChinookspringfry201P/A2410.44%Nov–June80
ClearChinookfallfry316P/A2240.44%Jan–May60
StanislausChinookfallfry417U/A6880.11%Jan–April49
TuolumneChinookfallfryNDUse3000.06%NDND
BattleChinookfallfry353Use5460.35%ND40
FeatherChinookfallfry369Use6300.03%Jan–May50
YubaChinookfallfry180Use6970.22%ND49
AmericanChinookfalljuvenileNDUse3,7000.07%ND100
SacramentoChinookfall/late-fall/winterjuvenile186P/A9,0100.10%Jan–NovND
YubaChinookfall/springjuvenile39P/A1,4110.22%Mar–Sept120
ClearChinookspringjuvenile191P/A2210.44%Nov–Sept140
ClearChinookfalljuvenile170P/A1400.44%May-Sept150
StanislausChinookfalljuvenile434U/A6880.11%Jan–Apr150
TuolumneChinookfalljuvenileNDUse5400.06%NDND
BattleChinookfalljuvenile155Use5450.35%Feb–May80
FeatherChinookfalljuvenile95Use6300.03%Jan–May49
YubaChinookfalljuvenile500Use3810.22%Apr–May50
YubasteelheadNAspawning184P/A22120.22%Feb–AprNA
ClearsteelheadNAspawning212P/A3090.44%Dec–JulyNA
AmericansteelheadNAspawning27Use1,6600.07%NDNA
FeathersteelheadNAspawning75Use6000.03%winterNA
MokelumnesteelheadNAspawning152Use3310.05%Dec–MarNA
YubasteelheadNAfry195P/A1,5280.22%May–Jan60
ClearsteelheadNAfry426P/A2200.44%Jan–Nov80
FeathersteelheadNAfry452Use6300.03%ND50
YubasteelheadNAjuvenile74P/A1,3160.22%May–Dec200
ClearsteelheadNAjuvenile191P/A2210.44%Nov–Sept200
FeathersteelheadNAjuvenile527Use6700.03%NDND

For Chinook Salmon spawning, all but one of the HSC sets had optimal depths in the range of 0.29–0.914 m. The outlier was Clear Creek spring-run Chinook Salmon, with an optimal depth of 1.829 m. The other large-scale pattern in the Chinook Salmon spawning HSC was the largest depth with a non-zero suitability; notably, three of the four HSC with the largest non-zero-suitability depth were from the Sacramento River. The other major factor affecting this pattern was the use of the Gard (1998) method to adjust depth suitability for availability, which was used on the five HSC with the largest non-zero-suitability depths. In contrast, velocities had a large degree of overlap between rivers, with optimal velocities ranging from 0.427–0.914 m/s. Substrate HSC were consistent showing optimal suitability for substrate codes 1.3 and 2.4. The Stanislaus and Mokelumne rivers HSC were outliers, however, showing relatively high suitability for large cobbles.

For Chinook Salmon fry rearing, all optimal depths were less than 0.55 m, and all optimal velocities were less than 0.14 m/s. Notably, the two HSC with the highest non-zero depth suitability (Sacramento fall-run and Yuba fall/spring run) were where SCUBA was used to locate fry and juvenile Chinook Salmon in deep water. In contrast, the HSC with highest non-zero velocity suitability was on the Tuolumne River. Cover HSC showed consistent optimal HSI values for complex woody cover (cover codes 4, 4.7, 5, and 5.7) and undercut banks. The Yuba River fall/spring-run Chinook Salmon HSC showed the largest effect of adjacent velocity. There was no adjacent velocity HSC for Clear Creek spring-run Chinook Salmon, since the final step in the development of the HSC produced a relationship in which suitability decreased with increasing adjacent velocity.

Except for the Feather River, all Chinook Salmon juvenile rearing HSC had optimal depths ranging from 0.17–1.07 m. The Feather River Chinook Salmon juvenile rearing HSC had an optimal suitability for all depths greater than 0.274 m. For the remaining criteria, the American and Sacramento rivers HSC had the highest depths with non-zero suitability. Optimal velocities ranged up to 0.38 m/s, while non-zero-suitabilities ranged up to 1.69 m/s (for Clear Creek spring-run Chinook Salmon). Cover criteria for Chinook Salmon juvenile were consistent with those for fry; those for the Sacramento River were the same for both fry and juvenile, since there was no significant difference in the habitat use data between the two life stages for all three runs of Chinook Salmon. There was a larger effect of adjacent velocity for juveniles than for fry.

Steelhead spawning depth HSC showed considerable diversity. The Feather River HSC had the shallowest depths, with suitability reaching zero at just over one m. The American River HSC had suitability that stayed at 1.0 for depths greater than 0.46 m, reflecting that the application of the Gard (1998) depth correction methodology did not show a decrease in suitability with increasing depth, with the availability of areas with suitable velocity and substrate decreasing faster than habitat use. The Yuba River HSC had high suitabilities for depths greater than one m. Twenty four percent of the Yuba River steelhead redds had depths greater than 1.52 m, while the deepest redd had a depth of 6.06 m. Optimal velocities ranged from 0.24 m/s for the American to 0.88 m/s for the Yuba and Feather. The Yuba had the highest non-zero suitability at 2.11 m/s. Suitability for substrates were consistently shifted to smaller substrates for steelhead, versus Chinook Salmon. Steelhead consistently had an optimal suitability for substrate code 1.2. Substrate data were not collected for the American River steelhead redds.

Optimal depths for steelhead fry ranged from 0.03 m for Clear Creek to 0.58 m for the Yuba, while the largest non-zero-suitability ranged from 1.22 m for Clear Creek to 1.92 m for the Yuba. For velocities, steelhead fry consistently had near-zero values for optimal suitabilities, while the largest non-zero-suitability ranged from 0.39 m/s for the Feather River to 1.12 m/s for the Yuba. Steelhead fry cover criteria were similar to those for Chinook Salmon. On the Sacramento River, although I did not collect steelhead HSC data, I frequently saw mixed schools of Chinook Salmon and steelhead while I was collecting HSC data for Chinook Salmon. There was a larger effect of adjacent velocity for steelhead fry than for Chinook Salmon fry.

For steelhead juveniles, optimal depths ranged from 0.27 m for the Feather to 0.76 m for the Yuba. Similarly, the highest non-zero-suitability ranged from 0.88 m for the Feather to 4.6 m for the Yuba. Optimal mean column velocities for steelhead juveniles were consistently less than 0.4 m/s, while the highest non-zero-suitability ranged from 1.22 m/s for the Yuba to 1.69 m/s for Clear Creek. Steelhead juvenile criteria were consistent with Chinook Salmon in showing optimal suitabilities for complex woody cover and undercut banks. On Clear Creek both Chinook Salmon and steelhead juveniles showed optimal suitability for cobble. Steelhead juveniles had the largest effect of adjacent velocity of the species and life stages I examined.

Biological verification was successful in ten out of thirteen cases (Table 4). Biological verification was more successful for spawning than for fry and juvenile rearing.

Table 4. Biological verification results for the Habitat Suitability Criteria including stream, species, run, life stage, the median combined suitability for occupied and unoccupied, sample size, and P-value. (NA = Not Applicable)

StreamSpeciesRunLife stageSuitability – OccupiedSuitability – UnoccupiednP-value
ButteChinookspringspawning0.180.0009295, 1860<0.0001
ClearChinookspringspawning0.15990.00007, 7190.026
ClearsteelheadNAspawning0.05630.000826, 875<0.0001
ClearChinookfallspawning0.380.12464, 1436<0.0001
ClearChinookfallfry0.330.1673, 127<0.0001
ClearChinookfalljuvenile0.130.1029, 1650.025
YubaChinookspringspawning0.230.01146, 1200<0.0001
YubaChinookfallspawning0.390.11422, 1600<0.0001
YubasteelheadNAspawning0.2450.000432, 600<0.0001
YubaChinookfall /springfry0.0940.08633, 520.086
YubasteelheadNAfry0.0360.04871, 980.741
YubaChinookfall /springjuvenile0.3580.0115, 230.013
YubasteelheadNAjuvenile0.0190.0173, 800.66

For the meta-analysis, correlations between optimal depths and velocities, and flow and slope, ranged from –0.41–0.56. The only correlation that was statistically significant at P = 0.05 was optimal depth for juvenile versus channel slope. For the Kruskal-Wallis tests, all P-values were greater than 0.05 except for juvenile optimal depth. In that case, where the P-value was 0.008, the median optimal depth was greatest for the presence/absence method (0.85 m) and least for the use method (0.29 m).

Discussion

The meta-analysis was generally inconclusive at explaining why there are differences in HSC across rivers. Differences in the amount or quality of habitat, where fish are using sub-optimal habitat because that is all that is available, only showed significant differences for juvenile rearing depth, where the presence/absence method helped to correct for limited availability of deeper conditions. Similarly, watershed conditions were only significant for juvenile rearing depth versus slope. Higher gradient streams that are more bedrock-dominated generally have a higher proportion of deep pools, and thus higher availability of deeper habitat. Differences in population size, which was not captured in the meta-analysis, may interact with habitat availability. Large population sizes, which have increased intra-species competition, can exacerbate effects of limited habitat availability, as some individuals are forced into sub-optimal habitat conditions. Density dependent effects for fry and juvenile rearing are likely to be greater in the presence of in-river hatchery releases. Streams with large populations of both Chinook Salmon and steelhead, with similar habitat requirements, can have higher density dependent effects through inter-species competition. Differences between streams in juvenile use of deeper habitats may reflect avoidance of habitat where piscine predators are prevalent.

Cases where biological validation was unsuccessful generally resulted in differences between habitat conditions when physical data were collected and when validation occurred, as a result of scour or sediment deposition post surveys. Validation was likely more successful for spawning due to the better ability of hydraulic models to simulate depth and velocity at larger scales (redds versus individual fry and juveniles) and due to larger sample sizes.

Presence/absence methods to develop criteria will generally result in HSC that are less biased due to the effects of availability, and thus should provide better predictions of habitat selection at different flows. In larger rivers, use of underwater video and SCUBA diving were able to identify redds, fry, and juveniles in deeper conditions than could be identified wading or snorkeling. As a result, the US Fish and Wildlife Service HSC for the Yuba River are recommended for evaluating habitat restoration projects on larger rivers, while HSC developed on Clear Creek are recommended for evaluating habitat restoration projects on smaller Central Valley streams. The HSC parameters presented in this paper should be viewed as necessary but not sufficient conditions for habitat restoration projects. For example, water temperature and groundwater upwelling and downwelling are additional considerations for spawning habitat. Conditions that promote flow through spawning gravel, such as the lateral dunes made during Chinook Salmon spawning on the Sacramento River, are also important to consider in designing spawning restoration projects. An important caveat for the HSC presented in this paper is that the data for them were all collected for in-channel conditions. As a result, it is recommended that the fishery benefits of floodplain restoration projects be quantified by the amount of wetted area created.

The HSC presented in this paper have implications for designing restoration projects at multiple spatial scales. For the entire Central Valley, flow-habitat relationships generated from these HSC are a key input to decision support models (Peterson and Duarte 2020) used to set restoration priorities. Within a given stream, limiting life stage analyses from flow-habitat relationships can set priorities for what type of habitat restoration project (spawning versus rearing) can be expected to result in population increases. For example, side channel projects, which can provide optimal depths and velocities for rearing, would be a priority for streams where fry habitat is the limiting life stage. In the early stages of design of a given restoration project, optimal HSC values are useful design parameters. Flow-habitat relationships for existing versus proposed conditions (Gard 2006) can be useful in identifying needed design refinements, such as adding large woody debris. HSC, together with hydraulic modeling, can be used to quantify changes in habitat associated with restoration, as well as changes over time due to high flows (Gard 2014). Adjacent velocity HSC for fry and juvenile rearing can best be incorporated into designs through maximizing topographic complexity, such as alcoves, varying channel widths, and alternating pools and riffles in side channels. For spawning projects, the gravel mix in Icanberry (2006) is recommended, rather than the substrate HSC in this paper, since the inclusion of smaller particles (6 to 12 mm) is critical for egg survival.

Acknowledgements

Mention of specific products does not constitute endorsement by the U.S. Fish and Wildlife Service. The study was funded by the Anadromous Fisheries Restoration Program (Section 3406[b][1]) of the Central Valley Project Improvement Act (Title XXXIV of P.L. 102-575). Thanks to the many people who helped me collect habitat suitability criteria data for the U.S. Fish and Wildlife Service studies cited in this paper, especially Ed Ballard, Rick Williams, Bill Pelle, Erin Strange, and John Kelly.

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Appendices for “Central Valley anadromous salmonid habitat suitability criteria”