Geology Reports⌕ Search

USGS · ofr2003288

The Role of stocking in the reestablishment and augmentation of native fish in the Lower Colorado River mainstream (1998-2002)

Abstract

The Colorado River has experienced dramatic physical and biological change. Rated as the fifth largest river in the USA by volume, today its waters seldom reach the sea. Water diversions gradually reduce its flow to a point where its last remaining waters are diverted at Morales Dam leaving nearly 100 km of historic channel dry. In contrast, lower basin storage reservoirs cover 36% of the historic channel. Remaining portions of the flowing river have been channelized and straightened to a point where it now resembles a large canal. Levees, mechanical dredging, and the natural forces of erosion have degraded the river channel nearly 2 m in some locations, isolating it from its floodplain and affecting local water tables. The river no longer functions as a natural stream system characteristic of spring run-off, summer spates, and droughts. Today it serves as a water storage and conveyance system to meet human needs. Physical change has been severe, but not as devastating as the biological pollution. More than 80 nonnative fish species have been introduced to the lower basin. Today, over 20 fish species have established, many forming economically important sport fisheries. As these alien species expanded their range, native communities rapidly declined and disappeared from much of their historic range. By 1930, most had become rare. The last remnant populations of bonytail, razorback sucker, and Colorado pikeminnow in the lower basin were taken downstream of Davis Dam during the 1960&rsquo;s and 1970&rsquo;s. Today, Colorado pikeminnow, and it appears, wild bonytail are extirpated downstream of Glen Canyon Dam, and wild razorback suckers are extremely rare. The Colorado River and its fish assemblage is a totally different ecosystem than it was a century ago. State and federal agencies have been attempting to reestablish native communities for nearly three decades. More than 12 million razorback suckers, most of them small, were stocked between 1981 and 1991. Few of these fish survived and during the past decade managers have switched to stocking larger suckers to improve survival. Since 1995, nearly 18,000 bonytail and 30,000 large razorback suckers have been stocked in Lake Havasu. There was also a single stocking (611) of flannelmouth suckers in 1976. These programs have produced mixed results. The single introduction of flannelmouth sucker has resulted in a thriving community, estimated at more than 4,000 fish. This success spirited hopes by many that other natives would respond similarly but unfortunately, that has not occurred. Initial stocking returns suggest that stocking survival of bonytail and razorback sucker is relatively poor (<12%) and the absence of any detectable recruitment indicates present reintroduction efforts are falling short of anticipated survival or potential recovery. In contrast, the single introduction of wild flannelmouth sucker, out-performed millions of hatchery produced razorback sucker. This suggests hatchery reared fish may be inferior to wild fish in terms of survival skills, which has been found to be the case for terrestrial animal introductions. A review of culturing, stocking, and repatriation techniques is warranted which examines ways to better prepare fish to convert to natural foods, recognize predators, and be physically conditioned to cope with currents and hopefully avoid or escape predators. Comparison of flannelmouth sucker success and the razorback sucker&rsquo;s failure provides compelling evidence that helps explain the dramatic physical habitat changes that have occurred and the possible role of habitat selection and predator communities. It mimics conditions observed in portions of the upper basin where flannelmouth suckers are still common but razorback suckers have been extirpated. Both sucker species are successfully spawning in the lower basin, however, recruitment can only be detected for flannelmouth. Habitat preference and associated predation pressure of those habitats appear to be the primary factors responsible for recruitment. Flannelmouth suckers prefer channel habitat that supports a fraction of the predators found in off-channel habitats where razorback suckers reside. The dependence of razorback sucker young on slack water habitat puts the species at a much higher predation risk. Through a process of trial and error during the past two decades, managers are now stocking large natives to increase their survival. Small native fish simply have not survived. While this improves short-term stocking survival, it ignores or at least delays dealing with the predation issue. Current stocking programs have reestablished or augmented relatively small populations of bonytail, razorback, and flannelmouth suckers between Davis and Parker Dams. All three species are better off than they were a decade ago in this section of the river. Unfortunately, bonytail and razorback sucker will only maintain a presence in the Colorado River main stem through continued stocking and it remains to be seen if management agencies will make that long-term commitment. While the gains for the bonytail and razorback sucker have been difficult, the successful reintroduction of flannelmouth sucker highlights the ecological changes that have taken place and suggests this, and possibly other channel oriented species (i.e., Gila robusta) could be established. In contrast, there is no evidence to suggest we can expect similar recruitment or expansions for bonytail and razorback sucker. Their dependence on slack water habitat leaves their young vulnerable to overwhelming predation. Recovery in the main stem will only be accomplished with a dramatic decrease and possibly a total removal of nonnative species. After ten years and over $6 million in expenditures to remove nonnative fish it appears this philosophy is neither technically nor politically viable. In the meantime, stocking is the only alternative available to insure these species don&rsquo;t disappear. The only viable option appears the creation and maintenance of small, isolated refuge communities where these species have shown they can produce young.

Explore related subjects

90° N90° S · 180° W ← longitude → 180° E
Source-reported bounding extent: 34.125447565116126° to 35.26580442886754° latitude; -114.6697998046875° to -114.0765380859375° longitude. This indicates report coverage, not an exact sampling location. View area on OpenStreetMap.

Keep this discovery

Explore connections, maps & timelines

BibTeXRIS

Gordon Mueller. 2003. The Role of stocking in the reestablishment and augmentation of native fish in the Lower Colorado River mainstream (1998-2002). https://doi.org/10.3133/ofr2003288

Cite the original work for its findings. Save a collection to share your selection of sources.

KEEP EXPLORING

Related USGS reports

Floods of June 20–July 6, 2024, in the Big Sioux River, Rock River, Little Sioux River, Ocheyedan River, and Floyd River Basins, northwestern Iowa

Major flooding occurred on June 20–July 6, 2024, in northwestern Iowa affecting the Big Sioux, Rock, Little Sioux, Ocheyedan, and Floyd River Basins. Heavy rain fell in northwestern Iowa, southwestern Minnesota, and southeastern South Dakota on June 20–22, 2024. Parts of northwestern Iowa recorded 2–6 inches of rainfall and localized amounts exceeding 12 inches. A maximum peak-of-record streamflow of 175,000 cubic feet per second at the U.S. Geological Survey streamgage Big Sioux River at Akron, Iowa (06485500), was recorded on June 22, 2024, and had an annual exceedance probability range of 0.2–0.49 percent. High-water marks were measured at four locations along the Big Sioux River between U.S. Interstate 29 at Sioux City, Iowa, upstream to Iowa Highway 10 north of Hawarden, Iowa, a distance of 75.7 river miles. A maximum peak-of-record streamflow of 157,000 cubic feet per second at the U.S. Geological Survey streamgage Rock River near Rock Valley, Iowa (06483500), was recorded on June 22, 2024, and had an annual exceedance probability of less than 0.2 percent. High-water marks were measured at eight locations along the Rock River between County Road B30 east of Hudson, South Dakota, upstream to Iowa Highway 9 at Rock Rapids, Iowa, a distance of 39.3 river miles. A maximum peak-of-record streamflow of 63,000 cubic feet per second at the U.S. Geological Survey streamgage Little Sioux River at Correctionville, Iowa (06606600), was recorded on June 24, 2024, and had an annual exceedance probability range of 0.2–0.49 percent. High-water marks were measured at 11 locations along the Little Sioux River between Iowa Highway 31 west of Correctionville, Iowa, upstream to U.S. Highway 18 north of Spencer, Iowa, a distance of 134.8 river miles. A maximum streamflow of 24,500 cubic feet per second at the U.S. Geological Survey streamgage Ocheyedan River near Spencer, Iowa (06605000), was recorded on June 22, 2024, and had an annual exceedance probability range of 0.2–0.49 percent. High-water marks were measured at three locations along the Ocheyedan River between County Road M38 west of Spencer, Iowa, upstream to U.S. Highway 18 west of Everly, Iowa, a distance of 12.8 river miles. A maximum streamflow of 41,000 cubic feet per second at the U.S. Geological Survey streamgage Floyd River at Alton, Iowa (06600100), was recorded on June 22, 2024, and had an annual exceedance probability range of 1–1.99 percent. High-water marks were measured at six locations along the Floyd River between Iowa Highway 3 at Le Mars, Iowa, upstream to Iowa Highway 10 at Alton, Iowa, a distance of 27.5 river miles. The high-water marks were used to develop flood profiles for the Big Sioux, Rock, Little Sioux, Ocheyedan, and Floyd Rivers.

Iowa, Minnesota, South Dakota↗

Special Contributing Area Loading Program user’s manual

Information on the Special Contributing Area Loading Program execution and functions are presented in this user’s manual. An appendix presents a potential improvement for the user to consider. The hydrologic routing simulation method to model flow through multiple reservoirs, or sewer system components, is described. The use of Special Contributing Areas is described to run a successful simulation, which includes user input of hydrologic time series of flow components and the necessary formats. Upon completion of a successful Special Contributing Area Loading Program simulation, the program outputs hydrologic time series and a descriptive text file containing the model results for each defined sub-unit, or Special Contributing Area. The output time series contain flows through, and overflows from, the three reservoirs in the series, and the text file contains input and output path locations.

Open-File Report↗

Estimating aftershock risk for entry into earthquake-damaged buildings

We present a simple method to estimate the risk of experiencing strong shaking from aftershocks during entry into earthquake-damaged buildings. We compute wait times until the probability of strong ground shaking from aftershocks reaches a predefined risk threshold; for example, a 0.4 percent probability of experiencing Modified Mercalli Intensity 7 or greater shaking during the planned building entry. We also develop a relation between aftershock probability and the probability of strong shaking, so that users can reference the U.S. Geological Survey aftershock forecast during an ongoing aftershock sequence to determine if the risk threshold has been met. We apply our method to active continental regions (for example, the Western United States), stable continental regions (for example, the Central and Eastern United States), and subduction zones (for example, Cascadia or Alaska).

Open-File Report↗