Jon Rosenfield, Ph.D. The Bay Institute March 20, 2013

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Presentation transcript:

Jon Rosenfield, Ph.D. The Bay Institute March 20, 2013 Evaluation of Flows Necessary to Sustain Public Trust Fisheries on the San Joaquin River and San Francisco Bay-Delta Jon Rosenfield, Ph.D. The Bay Institute March 20, 2013

Overview Native fishes of the Bay-Delta & San Joaquin River are imperiled Fresh water flows in the San Joaquin are severely diminished Scientific evidence that increased diversion of fresh water has driven decline of fish & wildlife species is overwhelming Strong scientific support for flow thresholds that support restoration of salmon & other fisheries Draft SED’s Preferred Alternative (35% UIF w/ caps, 14-d average, Feb-Jun) is inadequate Preliminary analyses of flows needed to restore fisheries: flows >50% of UIF during Feb-Jun minimum flows of ~2 Kcfs at Vernalis year-round improved fall pulse flow

Decline of San Joaquin River Fall Run Chinook salmon Doubling goal 78,000 ’52-’66 45,190 ’67-’91 38,130 ’92-’10 19,365

Salmon Migration on the San Joaquin “River”

Imperiled Resources Influenced by San Joaquin River Flow Levels Fall run Chinook salmon Spring run Chinook salmon Green sturgeon White sturgeon Steelhead Delta smelt Longfin smelt Sacramento splittail Food web productivity in and beyond the Delta

Increased San Joaquin Freshwater Flow Essential to restore public trust fisheries “… restoration for both salmon and steelhead in the SJR primarily hinges on obtaining sufficient magnitude, duration and frequency of spring time flows…” (emphasis added) DFW 2010, Exhibit #3 “…while there are other stressors to fish, a more natural flow regime is necessary if the fish are to recover. Indeed, I would further conclude that the other stressors such as contaminants and non-native fishes will be less consequential for salmon and steelhead in a more natural flow … regime.” Quinn 2011, Peer-Review of SWRCB 2010 “There is sufficient scientific information to support the need for increased flows to protect public trust resources …” SWRCB 2010, Final Report

Decreasing Share of SJR flows to the Delta

Flows >35% UIF are Now Rare 50% 44% 35%

San Joaquin River Doing Less Than Its Share for the Bay-Delta WY Type Critical Dry Below Normal Above Normal Wet Vernalis UIF v. Delta Outflow UIF 22% 23% 25% Vernalis Actual v. Delta Outflow Actual 10% 7% 6%

San Joaquin Salmon & Flows A shared history of decline ’67-’91 38,130 ’92-’10 19,365

Scientific Basis For Particular Levels of Flow As freshwater flow rates increase, benefits to migratory fishes increase. Improvements include: transport of juveniles and cues to migrating adults water quality (dissolved oxygen, temperature, contaminants) habitat volume and surface area increase decreased predation

Analysis: Two Types of Key Flows Average flows over spring season (Mar-June) (5 Kcfs & 10 Kcfs) Hard to “shape” Achievement largely determined by %UIF (water budget) Daily flows (threshold effects) (2 Kcfs, 5 Kcfs, 15 Kcfs) Frequency of attainment also influenced by 14-day averaging window Can be “engineered” provided enough water available

Flow Indicator: Daily Flows ~ 15 Kcfs Key Daily Flows Attribute: Ecosystem Productivity  Floodplain Inundation Species: Chinook salmon; Sacramento splittail; blackfish; Delta resident species Flow Indicator: Daily Flows ~ 15 Kcfs

Key Seasonal (Average) Flows Attribute: Population Abundance  Production Targets Species: Fall run Chinook salmon “Average springtime flows of greater than 10,000 cfs appear necessary to produce annual escapements that meet the doubling objective.” TBI et al 2010, Exh. #3 “A flow rate of 10,000 for 60 days … [doubles] Chipps Island predicted smolt abundance … “ DFW et al 2010, Exh. #3 “Available scientific information indicates that average March through June flows … of 10,000 cfs … may provide conditions necessary to achieve doubling of San Joaquin basin fall-run.” SWRCB, 2010, p. 119 Include a quote from SWRCB re: 10Kcfs Flow Indicator: Average Spring Flows @ Vernalis Flows of 10 Kcfs

Key Seasonal (Average) Flows Attribute: Population Growth Species: Fall run Chinook salmon Flow Indicator: Average Spring Flows @ Vernalis Flows of 5 Kcfs

Key Seasonal (Average) Flows Attribute: Population Growth Species: Fall run Chinook salmon <5 Kcfs >5 Kcfs Total CCR + 13 16 29 CCR - 22 3 25 35 19 Flow Indicator: Average Spring Flows @ Vernalis Flows of 5 Kcfs

Key Daily Flows Attribute: Open Migratory Corridor Species: All migratory species Water Quality Barriers to Migration

Flow Indicator: Daily Vernalis Flows of >5 Kcfs Key Daily Flows Attribute: Open migratory corridor Species: Spring run & Fall run Chinook salmon Copied from Cain 2003 Flow Indicator: Daily Vernalis Flows of >5 Kcfs

Key Daily Flows Attribute: Open migratory corridor Species: Spring run & fall run Chinook salmon; steelhead; green & white sturgeon Flow and D.O. @ Stockton DWSC May-June; 2006-2012 Flow Indicator: Daily Vernalis Flows of 2 Kcfs

Key Daily Flows Attribute: Open migratory corridor Species: Fall run Chinook salmon; steelhead; green & white sturgeon Flow and D.O. @ Stockton DWSC Sept-Oct.; 2006-2012 Each Month December –March < 1% of Total Violations Flow Indicator: Daily Vernalis Flows of 2 Kcfs

Flows at Vernalis Required to Open Migratory Corridor in Stockton DWSC Equivalence Recommendation: Year-Round 2 Kcfs @ Vernalis ~ 1 Kcfs @ Stockton DWSC

Hydrographs Recommended Previously TBI et al. and DFW (2010) present fully engineered hydrographs Support the SWRCB proposal of a %UIF as a 14-d moving average (“proportional hydrograph”) Mimics natural cues and processes (including those for which we have little data) Simple to understand and plan around Distributes risks more evenly Does not require advanced forecasting Can be modified to support “shaping” of the hydrograph to meet particular flow needs

Engineered Hydrographs TBI et al. & CDFW (2010) Insert Slide – intro going into analyses –

Engineered Hydrographs TBI et al. & CDFW (2010)

Engineered vs. Proportional Hydrograph 14-d moving avg.* * Assumptions used to estimate this hydrograph described elsewhere

WSE Model Analysis Does Not Demonstrate that Preferred Alternative will Produce CDFW’s Flow Recommendations SED Fig. 3-2 (Redrawn)

Operators do not have precise control over flows (Omnipotence) WSE Model Analysis Does Not Demonstrate that Preferred Alternative will Produce CDFW’s Flow Recommendations The SED’s presentation of alternatives (Ch. 3) is potentially misleading because: Operators do not have precise control over flows (Omnipotence) Operators do not have perfect forecasting (Omniscience) Flows for the SED Alts are total of Feb-Jun, while other recommendations analyzed occur in a narrower time frame (e.g. Apr-May) SED Fig. 3-2 (Redrawn)

WSE Model Analysis Does Not Demonstrate that Preferred Alternative will Produce CDFW’s Flow Recommendations The SED’s presentation of alternatives (Ch. 3) is potentially misleading b/c: Operators do not have precise control over flows (Omnipotence) Operators have do not have perfect forecasting (Omniscience) Flows for the SED Alts are total, Feb-Jun, while other recommendations analyzed occur in a narrower time frame (e.g. Apr-May) SED Fig. 3-2 (Redrawn) The SED’s Evaluation Demonstrates that Flows Needed to Meet DFW or TBI Alternatives will be >> 35% UIF

Assumptions for TBI Modeling of SWRCB %UIF Approach Seasonal Average Flows % UIF applied only (& equally) to the three tributaries Friant settlement flows reach Vernalis & are unchanging within a given month/WY type 100% of miscellaneous & valley floor flows reach Vernalis No caps applied to tributary flows 1962-2011 data set

Flows to Support Chinook Salmon Population Growth

Flows to Support Chinook Salmon Population Growth Target– Increases frequency of population growth by ~ 2 year in 10 @35% UIF – Increases frequency of population growth by ~ 1 year in 10 Lead with 5 KCFS in ordering Add in status quo Status Quo

Flows to Support Attainment of AFRP Targets

Flows to Support Attainment of AFRP Targets @35% UIF Decline in frequency of 10 Kcfs flows Status quo Target

Daily Attainment of Key Flows: From Engineered to Proportional Hydrographs Magnitude, Timing, and Duration of Flow Were Scaled to Account for the Availability of Water (i.e. WY Types)

Natural Hydrographs Vary Continuously Within and Across Years Daily Attainment of Key Flows From Engineered to Proportional Hydrographs Natural Hydrographs Vary Continuously Within and Across Years

Assumptions for TBI Modeling of SWRCB %UIF Approach Daily Attainment of Key Flows Same data & assumptions as for seasonal flow analysis Daily flows at rim stations translate directly to Vernalis flows No accretion or loss b/w release point and Vernalis Daily attainment of key flows levels reflects number of days the 14-d running average exceeded flow target WY Types represent 20% exceedence bands (e.g. Wet years =81-100%, Above Normal =61-80%, etc.) “Loose” interpretation of flow duration Key flows begin as recommended but may occur thru 6/15 regardless of recommended end date

% of Duration (Days) Attained Attainment of Key Daily Flows at 35% UIF Most daily flow thresholds are not attained for recommended durations in most years 35% UIF C D BN AN 5,000 10,000 15,000 Median Year % of Duration (Days) Attained >80% 50-80% 20-50% <20%

Increasing Attainment of Key Daily Flows with Increasing %UIF Median Year % of Duration (Days) Attained >80% 50-80% 20-50% <20% Increasing Attainment of Key Daily Flows with Increasing %UIF 35% UIF C D BN AN 5,000 10,000 15,000 45% UIF C D BN AN 5,000 10,000 15,000

Increasing Attainment of Key Daily Flows with Increasing %UIF Median Year % of Duration (Days) Attained >80% 50-80% 20-50% <20% Increasing Attainment of Key Daily Flows with Increasing %UIF 35% UIF C D BN AN 5,000 10,000 15,000 45% UIF C D BN AN 5,000 10,000 15,000 50% UIF C D BN AN 5,000 10,000 15,000

% of Duration (Days) Attained Median Year % of Duration (Days) Attained >80% 50-80% 20-50% <20% Increasing Attainment of Key Daily Flows with Increasing %UIF 35% UIF C D BN AN 5,000 10,000 15,000 45% UIF C D BN AN 5,000 10,000 15,000 50% UIF C D BN AN 5,000 10,000 15,000 60% UIF C D BN AN 5,000 10,000 15,000

(“Wet” Years Not Depicted) Spring Flow Conditions for Salmon (“Wet” Years Not Depicted) 35% UIF 50% UIF 60% UIF Biological Purpose1 C D BN AN Eliminate D.O. Barrier ✗2 ✓ Population Growth (+CRR) ✗ Eliminate To Barrier AFRP Production 1Reflects attainment of benefits at ≥ 90% of recommended duration/frequency 2Recommend dissolved oxygen migration barrier be addressed by setting a 2 Kcfs min. flow

Key Points Strong scientific evidence for flow thresholds that will lead to restoration of salmon and other fisheries Draft SED’s preferred alternative will not provide flows necessary to achieve AFRP population targets and other ecosystem necessary improvements  may not even halt long-term ecosystem decline Preliminary analyses indicate that flows >50% of UIF during Feb-Jun plus minimum flows of ~2 Kcfs at Vernalis year-round are necessary to restore public trust fisheries of the San Joaquin River and Bay-Delta Fall pulse flow improvements needed as well