Summary of Green River literature on hydrology and water related resources

from Flaming Gorge Dam to Colorado River confluence.



Brian Cluer Original Author in support of the 1999 Channel Monitoring Project last update - 8/14/2000 George R. Smith



ORGANIZED GEOGRAPHICALLY, FROM UPSTREAM TO DOWNSTREAM



Synopsis

There are general / pervasive trends reported throughout the Green River system: channel narrowing that continues to the present time, channel margin simplification due to island attachment and vertical accretion of backwaters, vegetation encroachment, loss of low velocity margin habitats, loss of connection to floodplains. These processes are due to reduction in peak flood discharges due to climatic changes in the early 1900's and renewed by dam construction in the 1960's. Increased base flow discharges coupled with lower peak flows have invited vegetation invasion, furthering the channel narrowing process. However, even though there has been extraordinary vegetation invasion of the pre-dam unvegetated zones and even natural development of levees that are 1-2 meters high, the channel is still responsive to large magnitude flood flows - as shown by temporary widening during the early 1980's high flow period.



Punctuating the general channel narrowing trend are localized areas of channel widening due to accumulations of sediment on the bed. These areas are also where there are management issue hot spots, such as bank retreat in Echo Park, and boat ramp sedimentation at the Gates of Lodore - coupled with bank retreat on the opposite bank.



Recent and ongoing endangered fish habitat studies recognize the role that high flows play in accessing floodplain nursery habitat and are beginning to link sedimentation problems with spawning problems. Similarly, the disconnection of floodplains from the river has resulted in dramatic reduction of cottonwood forests and generally unsuccessful new cottonwood establishment.



A return to more natural hydrographs, with year to year variability, would correct or ameliorate the problems identified for each of the water related resources.





BROWNS PARK



Issues:

· channel changes - narrowing and widening

· loss of cottonwood forests

· unsuccessful cottonwood establishment

· sedimentation of boat launching site





Literature Summary



Andrews 1986

Measured bankfull channel width at 24 cross sections along 22 river miles using 1951 and 1980 aerial photographs. Average channel width decreased 13% over that time period. Effective discharge of the Green River decreased 63% from 7450 to 2750 cfs resulting from flow regulation by FGD. Sediment transported by Green River reduced 54% [as measured at Jensen gage, there was no data from the upstream Greendale gage (period of record is 1956-1959)].



Since 1951 the Green River began building a lower flood plain (~4ft lower) due to the decrease in effective discharge and lower bankfull depth, and to river bed degradation. Mean channel degradation of 2.4ft (calculated) eroded estimated 9.5 million tons of sand-sized material from 22mi alluvial reach. Degradation probably occurred after 1962 when upstream supply decreased due to storage in FG reservoir. [Andrews, 1986]



Merritt, 1997

In Browns Park the active flood plain and river terraces are distinct. The active flood plain is inundated 260 days/year and the terraces are disconnected from the river. The respective vegetation communities are distinct, located either on the active flood plain or on the floodplain. In contrast, a continuum of vegetation communities exist along the indistinct geomorphic gradation from flood plain to terrace along the unregulated Yampa river at Deerlodge Park. Probable long-term effects of hydrologic and sediment transport changes are channel changes and the eventual replacement of riparian forest by desert shrublands on the flood plain and terrace and the expansion of fluvial marshes along the margins and emergent bars. [Merritt, 1997]



Merritt analyzed a series of aerial photographs; 1938, 1954, 1966, 1977, 1984, and 1994. He mapped horizontal channel changes, width and active channel area. He does not explain how water surface elevation varied between the different photographs, or how he compensated for that effect. I think he ignored it. Merritt presents some vague ideas on channel change processes which are partially correct, but he ignores some important influences. Sediment delivery to lower Browns Park by Vermillion Creek, and dike/levee construction on NWR. Both factors probably have influenced channel changes as much or more than flow regulation. Perhaps his reach was upstream from Vermillion Creek, but the NWR levees are visible in his photographs.



Cooper, work in progress

Cooper has argued that successful cottonwood establishment and maintenance requires: new geomorphic surfaces, an upstream seed source, subsequent flows to maintain the seedbed, and periodic rejuvenation of the geomorphic surface. One of Cooper's hypotheses is that FGD has created a silt shadow (citing Andrews 1986) and that silt is essential component of soil for successful cottonwood establishment. Recent field work (see below) indicates that there is substantial silt transported out of Browns Park, so the question then becomes whether the silt is sufficient quantity and if it can be deposited in environments that meet the other criteria for cottonwood establishment.



Williams and others (1995)

Compared three methods for estimating sediment transport to four proposed hydro power operational scenarios for FGD. Their study reach was in Browns Park. Of the three methods (effective discharge, equilibrium potential, and cumulative sediment load) the cumulative sediment load method provided the most useful evaluation of alternative flow regimes and impact evaluation on the sediment resource. No results were available on the flow regimes tested.



Unpublished sediment transport data,

Sediment sampling by Cluer-Albright-Wick-Inglis-VanMouwerick, Spring, 1998, analyzed by Schmidt and Grams, showed a transport mode transition from predominantly bedload to significant suspended load for sand sized particles occurred between 4500-8700 cfs. This transport mode transition indicates that higher flows within powerplant capacity can significantly increase sediment transport thru the Gates reach and stand to improve the channel widening/shallowing problem occurring there now. This is further supported by well accepted observations by Schumm (1977) who stated that the type of sediment load is a more important control on equilibrium channel shape than the quantity of sediment being transported. Bedload-dominated channels tend to be wide and shallow and suspended load-dominated stream channels tend to be narrow and deep. A reduction in flow width increases the suspended sediment transport capacity for a given velocity and discharge (Leopold and Maddock, 1953). The ramifications of these observations and sediment load / channel geometry relationships are that higher flows, flows that transport sand in suspension mode, in the Gates reach would promote development of a thalweg and ultimately to reduced channel width.



Sediment data referenced above also indicates that substantial silt/clay fractions are present in the total load at Gates of Lodore. This suggests that the silt shadow suggested by Cooper is a less important limitation to cottonwood establishment in the lower end of Browns Park.



Knowledge Gaps:

· channel narrowing or channel widening?

· what are the causes and potential remedies

· conditions required for successful cottonwood establishment





Suggested Actions:

· obtain field data in order to model the physical effects of various flows on sediment transport and channel response

· support cooper's works in progress through review of proposals

· provide inkind support to cooper's studies to ensure technical integration of hydraulics, sedimentation and vegetation objectives

· maintain river stage recorder at Gates of Lodore







LODORE CANYON



Issues:

· endangered orchid

· debris fan reworking and removal - potential navigation hazards

· reduced size and number of bare sand deposits for camping

· vegetation encroachment

· loss of sand deposit associated aquatic habitats

· unknown importance of Lodore Canyon to endangered fish species

· continued channel narrowing

· reduced elevation of sand depositional zones,

(see Wick's dissertation on this effect at Escalante Bar for razorback spawning success)





Literature Summary



Because the highest sediment yielding areas in the basin are downstream from FGD (Iorns et al. 1965) and eroding bank material is delivered to the channel as the channel migrates, the quantity of sediment transported increases rapidly through Browns Park. Andrews concluded that Lodore Canyon would scour except where armored but historic photographs, aerial and oblique, show channel narrowing thru enlargement and vegetation encroachment of fine-grained deposits. Grams and Schmidt (1997) use photographs and alluvial stratigraphy/relationships to show that the Lodore reach has aggraded since FGD closure. This new information corrects Andrews (1986) conclusion that the post-dam Green River is not in equilibrium with its sediment load until the Yampa River enters it. Grams and Schmidt (1997) measured channel narrowing throughout DINO in greater magnitude than previous studies, approximately 22% (bankfull width), mostly by decreased area of eddy bars. This indicates that narrowing is ongoing. The high flow years of 1983, 1984 and 1986 resulted in temporary channel widening, indicating that the channel is responsive to flow changes. Lyons et al made this same observation downstream.



Grams and Schmidt show that the coarse channel bed materials, riffles and gravel bars are in approximate adjustment for discharges of about 10-year recurrence flood for pre-dam hydrology. Gravel bar lithology is strongly related to nearby source lithology of adjacent upstream debris fans. These observations suggest that the Green River through the eastern Uinta Mountains has been aggradational during recent geologic time. It is also apparent that post-dam powerplant flows have insufficient energy to maintain the coarse channel bed, riffles and gravel bars.



The active area of sand and gravel bars have decreased as they have become heavily vegetated since closure of FGD. Vegetation promotes aggradation and stabilization of the channel, simplifies channel margins and decreases the size and number of habitats found along the channel margin. There is little known about the use of Lodore Canyon by endangered fishes, primarily because this reach was not designated as habitat critical to the survival of the species' and therefore has not been systematically sampled.



New information on reworking of debris flow channel constrictions is expected from monitoring begun by Schmidt in Fall 1997 on a recent debris deposit. Update ASAP



The endangered orchid, Spiranthes diluvialus, is a flowering plant that requires periodic inundation. Specific flow requirements are not known. As a start towards getting some useable info this year, Cooper and park resource management staff agreed to look at the geomorphic surfaces in Lodore that presently support Spiranthes. He will try to age the surfaces using tamarisk dating techniques. It would be most helpful to get fluvial geomorphic data on which inhabited surfaces will be inundated at what flow level and which surfaces are likely to be obliterated (i.e., mobilized). Spiranthes is evolutionarily programmed to take obliteration, as long as new habitats are forming at a sufficient rate (and stable for at least 10 years) to accommodate Spiranthes' prolonged reproductive cycle.





Knowledge Gaps:

· the potential for future debris flows to create navigation hazards

· importance of reach to survival of endangered fishes, particularly Colorado Pikeminnow

· flow / sediment requirements of Spiranthes





Suggested Actions:

· support Cooper's investigation on Spiranthes through proposal review and possibly inkind support

· initiate investigation on geomorphology of Spiranthes habitat







ECHO PARK / YAMPA RIVER CONFLUENCE



Issues:

· recent erosion of terrace containing historic site, campground, ranger station, boat ramp

· geomorphic processes of razorback spawning bar on Yampa River

· comparison of processes between unregulated and regulated spawning bars





Literature Summary



Andrews (1986) estimated that the sediment supply is in balance with transport capacity downstream from the Yampa River, predicting little channel change in the reach downstream.



TA requests to WRD indicate that the channel in the Echo Park and lower Browns Park reaches are both very active, cutting into terrace deposits. These channel responses are indicative of excess sediment supplies and disequilibrium with sediment transport capacity, not at reach scales but locally. This problem has not been addressed by any investigation so far at Browns Park. At Echo Park Grams and Schmidt (1997) compared historic photographs and repeated channel surveys in Echo Park in 1993-96. They found that the left bank retreated approximately 6m between August 1995 and May 1996. Grams and Schmidt did not discuss the cause of erosion in Echo Park. I suspect that it is another indication of local sediment delivery out of equilibrium with transport capacity. Schmidt shows channel very active in cross sections - indicative of abundant sediment.



NPS should consider the complications created by Yampa floods being of significantly greater magnitude that post-dam Green River floods, especially in past years when BOR tried to limit downstream flooding by curtailing FG releases when the Yampa was peaking. This operation creates a backwater effect on the Green and may result in localized channel aggradation. Then after the backwater diminishes and Green River discharge is actually increased in an attempt to increase flood duration downstream, the sediment temporarily stored in the Green River backwater zone is remobilized. However, on the recession of floods and during the rest of the year there is probably insufficient energy to transport the available sediment in suspension or at a significantly high rate and the channel is widened in response.



USFWS is funding research in 1998 to survey and describe the physical habitat of a known razorback spawning bar near the Yampa River confluence. This project is integrated with a biological study to radiotag and track the movements of fish using the site that hopefully will be implemented in 1999. Update with status reports on Echo Channel Monitoring work and the work that Zak is doing..





Knowledge Gaps:

· cause(s) of terrace erosion in Echo Park and potential remedies

· physical and hydraulic conditions of spawning bar

· evolution of spawning substrate during passage of a flood hydrograph





Suggested Actions:

· Obtain field data in order to model the hydraulic interaction between Green River and Yampa River at confluence and the effects of various flow patterns on sediment transport and channel response

· obtain field data that describes the topography and substrate of the spawning area

· obtain field data necessary to develop hydraulic and sediment transport models that could be used to predict the effects of various flow patterns and evolution of spawning substrate during a flood









ISLAND PARK



Issues:

· vegetation encroachment

· channel narrowing, island attachment

· channel simplification and associated habitat loss

· abandonment of pre-dam flood plain, approx. 2m high

· formation of post-dam flood plain at lower elevation

· erosion of terrace deposits

· loss of cottonwood forests

· unsuccessful establishment of new cottonwoods





Literature Summary



Grams and Schmidt (1997) measured channel narrowing throughout DINO, in greater magnitude than previous studies, indicating that narrowing is an ongoing process. The high flow years of 1983, 1984 and 1986 resulted in temporary channel widening, indicating that the channel is responsive to flow changes. This trend was particularly evident in Island Park. Lyons et al observed this same pattern downstream. In Island Park Schmidt found a 25% decrease in active channel area (bankfull area), primarily by sedimentation processes resulting in island attachment.



Cooper et al. (in review) and Andersen and Cooper (1997) examined the establishment of cottonwood and other woody riparian species by studying comparison plots on the Yampa and Green Rivers. Andersen and Cooper listed several important management implications resulting from their investigations. 1) The 1983, 1984 and 1986 FGD spills were a useful experiment that left a decipherable vegetation record. Mid- to late-summer peak flows will not result in cottonwood seedling establishment, but will result in the establishment of tamarisk. 2) Peak flow must occur in early- to mid-June to successfully establish cottonwood while simultaneously constraining tamarisk recruitment. 3) The removal of the tamarisk canopy by pruning or burning prior to a high peak flow would facilitate the establishment of cottonwood seedlings. 4) Ensuring adequate soil moisture to <3 year old cottonwood seedlings will favor their survival over that of tamarisk. 5) The detrimental effects of flooding on herbivorous rodents will have a positive affect on the likelihood of successful cottonwood establishment. 6) A necessary condition for cottonwood establishment is the development of riverine landforms containing sandy loam, loam, or silt loam textured horizons at least 15 cm in thickness within the upper 45 cm of soil. 7) Large flows appropriately timed to the period of cottonwood seed release result in the establishment of cottonwood trees. [This timing also provides favorable spawning of razorback suckers]. 8) High flows designed to establish cottonwood seedlings should be followed the next year by another flow with a slightly lower peak discharge.



Historical accounts showed high levels of usage of IP by razorback and Colorado Pikeminnow (Ed Wick, pers. comm.). Holden and …… surveys supported the importance of IP to the T/E fishes. Not much effort has been spent in IP or Echo Park/Yampa confluence by the recovery program due to difficult access of these sites and limited funds. There has also been a level of avoidance for studies on park lands.





Knowledge Gaps:

· Fish sampling has indicated only minimal use currently of IP by TE species

· Unknown if that is because of natural avoidance or recent lack of floodplain access





Suggested Actions:

· Determine flows required to overtop floodplain and maintain channel

· Conduct fish sampling to determine response



SPLIT MOUNTAIN CANYON

similar trends to Lodore Canyon, vegetation encroachment and reduced active sandbar areas







NEAR DINOSAUR QUARRY - JENSEN



Fewer than 500 adult endangered razorback suckers remain in natural riverine environments (Modde et al. 1996). Although spawning has occurred regularly, no significant recruitment has occurred since the closure of FGD due to the absence of nursery habitat - floodplains (Lanigan and Tyus 1989, Tyus 1992). In 1995 few larvae were found (Muth 1995) and it is suspected that sedimentation on the spawning substrate is an adverse factor. Wick (1997) documented a sedimentation problem related to timing for spawning razorback suckers near the DINO quarry site (known as Escalante Bar). Razorbacks spawn in a side channel which becomes a low velocity zone as discharge increases, because of a downstream constriction and backwater effect. When a critical discharge of approximately 10000-12000 cfs is reached on the rising limb of a hydrograph, sedimentation occurs on the spawning gravels, sometimes burying eggs before they hatch. This sequence is dependent on the timing of Yampa River flows and the corresponding operation of FGD. To ensure the spawning and larval production of razorbacks Wick (1997) and Wick and Cluer (1998) recommended that releases from FGD be closely coordinated to forecasts of flow and runoff potential for the Yampa River and monitoring at this site. If the spawning bar remains unsuitable, other recovery efforts will also fail.



It is common that FGD releases precede Yampa flooding by several weeks as dam operators evacuate the reservoir to make storage available for the runoff. It is believed that this practice initiates sand sedimentation on the spawning substrate at a time when the fish are attempting to spawn in gravel or after the fish have spawned but before the eggs have hatched. There is also an issue of temperature required for triggering of razorback spawning that can be adversely affected by cold releases from FGD.



In 1997 only 5 razorback larvae were captured in monitoring programs.





Knowledge Gaps:

· whether there are alternative/additional razorback spawning sites

· are the physical processes operating on Escalante Bar unique or are the fish attracted to specific conditions

· physical and hydraulic conditions of spawning bar

· evolution of spawning substrate during passage of a flood hydrograph

· optimal physical and hydraulic conditions for razorback spawning





Suggested Actions:

· obtain field data in order to model the hydraulic interaction between Green River and Yampa River at confluence and the effects of various flow patterns on sediment transport and channel response

· obtain additional field data that describes the topography, substrate and hydraulic flow field of the Escalante spawning area

· obtain field data necessary to develop hydraulic and sediment transport models that could be used to predict the effects of various flow patterns and evolution of spawning substrate during a flood











JENSEN TO OURAY REACH



Andrews (1986) measured about 13% decrease in channel width from 700-610 feet between 1964 and 1978 and predicted further narrowing to about 524 ft, over ~30 yrs. The effective discharge decreased from 20,500 to 11,500 cfs over the period 1966-1981.



A much more detailed study by Lyons et al. (1992) looked at a series of aerial photographs, measured channel widths over extended reach lengths and calculated equilibrium channel widths from nearby gage data and field sediment transport data. They found the channel width in equilibrium for the period 1952-64 when only a slight (1.4%) increase was measured. Between 1964-74 large decreases were measured, about 6%. They found that channel narrowing was halted by 1978 and that the high flows of 1983-4 and 1986 increased channel widths about 2%. Using additional sediment data they calculated that equilibrium channel widths currently exist.



Andrews and Lyons et al. found decreased number of islands and most channel narrowing due to infilled side channels and island attachment to banks. This process reduces fish habitat by restricting low velocity near shore habitat.



O'Brien (FLO Engineering 1996) prepared a report for USFWS that determined the flow magnitude, frequency and duration that would restore natural flooding of productive bottomlands at the Ouray NWR and at site in Canyonlands National Park. He also discussed possible environmental modifications that might enhance bottomland flooding.



O'Brien modeled flows required to inundate floodplains given existing channel conditions. At Ouray about 20300 cfs is the bankfull discharge, and has a postdam return period of 3.4 years and duration of about 3 days. Therefore the Ouray floodplains can be regularly inundated under existing flow regulation if manmade levees are breached or removed and the frequency and duration can be largely controlled by operations at FGD. He found that flooded bottomland area is optimized at discharge of about 23000cfs. This relationship can be shifted by removal of manmade levees so that ~2/3 of the optimal area is inundated at flows ~18000cfs.



O'Brien expressed concern that the amount of sand in the active channel has decreased, resulting in fewer mobile bars, less active bed and a coarser bed material size. These concerns leading to potentially higher flows required to overtop banks, calling for continued monitoring. Other experts dispute this opinion.



In channel nursery habitat for Colorado Squawfish near Ouray is a product of low-flow channel form, and that channel form is a product of flood dynamics and antecedent conditions (Rakowski and Schmidt 1996). These investigators recommend a flood cycle over a period of years that includes occasional large floods that rebuild channel topography and more frequent lower magnitude floods. Current practice of extending the duration of low-peak floods should be re-evaluated because if a prolonged peak's stage is greater than the bar tops but less than bankfull, then neither the habitats associated with bars or with floodplains are available. Rakowski and Schmidt (1996) also caution that winter flows (typically much greater than predam winter flows) impact overwinter habitat availability and cause degradation. Ice cover is also an issue; at Jensen gage there was 3.6 months of ice cover predam, and 0.8 months post dam.



A new floodplain has formed in the Ouray reach, in apparent equilibrium with reduced peak floods (Schmidt 1994) that is regularly inundated, but is an order of magnitude smaller in areal extent that the predam floodplain.













Up to date hydrologic analysis by O'Brien describes flow frequency, timing and magnitude at the Jensen and Green River, Utah gages.

OURAY Reach GREEN RIVER UTAH Reach
FLOWS (in cfs units) Near Jensen Near Green River
period of record 1947-present 1895-99, 1905-present
mean annual predam 4360 7960
postdam 4210 5600
--adjusted for same period of record- predam 5800
percent change -3% -3%
mean date of peak flow predam June 3
postdam May 26
peak flow 40000 on May18, 1984 48300 on May20, 1984
68100 on June27, 1917
mean annual peak predam 24000 32700
postdam 17400 22300
mean base flow (Sept-Feb) predam 1260 2270
postdam 2560 3380
ratio of mean peak to base flow predam 19.7 12.1
postdam 6.8 6.6
FREQUENCY & DURATION
40000 peak in 1984
50 yr recurrence predam
250 yr recurrence postdam
mean annual peak predam 24000 5 days per year 32700, 6 days per year, 2.5yrs
postdam 24000 1 day per year 32700, 2 days per year, 1.5yrs
17400 6 days per year 22300, 7 days per year, 2.4yrs
base flow predam 1260 exceeded 68% of time 2310 exceeded 63%
postdam 2560 exceeded 62% of time 3380 exceeded 60%
1260 exceeded 93% of time 2310 exceeded 83%
MODEL RESULTS Ouray Canyonlands
bankfull flow 20300 [15800 - 23900] 39000 [33000 - 47600]
return period predam 1.5yrs 3.4
postdam 3.3 15










DESOLATION and GRAY CANYONS



Harvey and Mussetter (1994) investigated a known Colorado Squawfish spawning bar at the upstream end of Gray Canyon to test a physical process-biological response model for spawning habitat formation developed in the lower Yampa Canyon(Harvey et al. 1993). The model premise is that high discharges construct spawning bars in areas of local backwater effect but bar dissection during recession and low flows flushes fines and prepares spawning habitats on clean cobble substrate in tertiary chute channels. This work illustrates the importance of flow variability and flow timing with respect to fish spawning patterns.



Schmidt and others (1996) investigated the spatial and temporal patterns of habitat availability in Desolation and Gray Canyons. Their work was focused on habitat for endangered humpback chub. They found channel narrowing, vegetation encroachment and channel margin simplification patterns similar to other study reaches. These processes reduce available habitat.







NEAR GREEN RIVER, UTAH



Allred (1997) [and Allred and Schmidt, in review] demonstrates that two episodes of channel narrowing occurred near Green River Utah during the past 100 years. He shows that narrowing is driven primarily by changes in hydrologic regime and only secondarily by the invasion of tamarisk . The channel narrowed between 1930-38 when a shift from wetter than normal conditions to a period of drought led to a reduction in river discharge. This period of time coincided with tamarisk invasion (Graf 1978). Channel width then remained relatively stable until construction of FGD in 1962, despite the presence of tamarisk . Since emplacement of FGD, narrowing has occurred again and continues today, resulting from reduced peak flood magnitudes. They demonstrate that islands attach and nearbank floodplains (inset floodplains) develop thru vertical accretion processes at rates that decrease with time, although the deposits coarsen upward, indicating higher floods are required to emplace sediment at higher elevations. They questioned if the channel could widen if flows increased (opposed to the observations of Lyons et al, and Merritt) and suggest "channel narrowing is a nearly irreversible process" that continues today.







CANYONLANDS NATIONAL PARK



Graf (1978) stated that tamarisk spread throughout CANY between 1925-31, and that the invasive plant has trapped and stabilized sediment, causing an average of 27% reduction in channel width through island enlargement/attachment and bar formation/enlargement. Thus, as Graf and many subsequent authors have pointed out, channel narrowing and tamarisk invasion coincided with a climatic cycle of reduced discharge prior to 1935 that provided bare sand deposits suitable for invasion and lacked floods to periodically scour the sand and arrest vegetation invasion. When high flows occurred in the 1950's, the vegetated landforms were not remobilized because of the anchoring effects of the invading tamarisks. However, native vegetation also quickly colonizes infrequently reworked bare sand deposits and the large thickets of willow and pampas grass on low elevation sandy surfaces in CANY illustrate this. Flow regulation has intensified this process because of further reductions in the magnitude and frequency of floods downstream from FGD.



O'Brien states that peak flow reduction has eliminated out of channel flows and associated fish habitat and aquatic ecosystems in Canyonlands. Post-dam T&E fish habitat is reduced to flooded side canyons of the Green River which have very small areas ranging from 0-5 acres total. Each of the five side canyons have unique morphological characteristics and habitats for given flows with a fairly linear relationship between area and discharge. The side canyon habitats are subject to side canyon debris and sedimentation processes during critical portions of the fish life cycle.



Flow required to initiate inundation of Canyonlands floodplains is about 39000 cfs with current channel shape. This flow has a return period of ~15 yrs post-dam. O'Brien estimated, using USGS topo maps and field observation, that the vegetated low-lying terraces adjacent to the Green River would be inundated by 4-5 foot increase in water surface elevation above bankfull discharge. Extending his area versus discharge relationship he estimated that 53000cfs would inundate 500-acres of out of channel habitat. 53000cfs was a 1 in 15 year event pre-1963 and more than 1 in 100 yrs post-1963.



O'Brien summarized channel changes in the Canyonlands reach: extensive vegetation encroachment, natural levee building along the banks in dense vegetation, reduced sediment load, conversion of floodplains to terraces. These changes are the result of reduced flows, not increased channel capacity (which would result from channel incision). Low flow stage comparisons in Canyonlands suggest the channel has narrowed and aggraded, resulting in higher stage for a given discharge. This situation is favorable for inundating floodplains with lower discharges. A lack of island and bank reworking, by high flows, is leading to stabilization by vegetation and ultimate removal of these features from the active channel. Tamarisks and other invaders need to be scoured from river banks ~2-3 years to prevent their stabilization of the substrate.



Guensch and Schmidt (1996) compared 15 channel cross sections at Mineral Bottom in response to the 1996 flood. The study area was considered critical habitat for Colorado Pikeminnow, particularly as nursery habitat, by the Utah Division of Wildlife Resources. No important conclusions came from this abbreviated study.





Knowledge Gaps:

· There appears to be potential for inundating the lowest elevation floodplains in CANY by frequently occurring flow events if the flow peaks were increased by a small amount. If there is indeed a connection between floodplains and TE fish habitats, NPS needs to know where these low elevation floodplains occur, their size and more accurately what discharges are required for inundation as well as area/inundation relationships.

· site specific sediment and hydraulic/hydrologic conditions required for successful cottonwood establishment





Suggested Actions:

· obtain additional detailed channel and flow field measurements during a normal peak flow period

· identify most likely floodplains for restoration

· develop detailed 2-d hydraulics models of candidate floodplains to predict results and relative benefits of various discharges

· couple above investigations with flow routing model to develop flow recommendations

· obtain site specific recommendations for successful cottonwood establishment







GENERAL - SEDIMENT SUPPLY and CHANNEL GEOMORPHOLOGY



Andrews (1986) showed that while the drainage areas of the Little Snake and Yampa Rivers are about equal above the Little Snake, only 27 of the water at Deerlodge Park is provided from the Little Snake, but 69 percent of the total sediment, with most of the sediment being derived from the lower portion of the Little Snake basin (below Baggs, WY). Pre-FGD, the drainage area upstream of the dam site supplied 27 percent of the total basin discharge but only 2.2 percent of the mean annual sediment loading. [However, Andrews paper states that the drainage area immediately downstream of the dam site supplied 36% of the total basin discharge and 21% of the mean annual sediment loading. This is overlooked (?) by RCI.] RCI and Andrews agree that the large water-contributing portions of the basin lie around the rim, particularly in the northeast divide, while the sediment contributing areas are located in the central and southern parts of the basin. Therefore, FGD has primarily reduced transport capacity in the Green River, and to a lesser extent sediment supply.



After completion of the reservoir, Andrews concluded that the reach downstream to the Yampa River (68 miles) degraded, limited somewhat by armoring. From the Yampa to the Duchesne River the channel was in equilibrium, and downstream of the Duchesne the channel was aggradational. He also concluded that the greatest impact of FGD is not immediately downstream, but instead several hundred miles downstream. He also found that the magnitude of effective discharge had decreased significantly in all reaches and that channel width had narrowed, however, he concluded that a new equilibrium had not been achieved and significantly more narrowing could occur. Andrews and Nelson (1988) found that the most significant process narrowing the channel was aggradation of channel bars resulting in attachment to the bank and incorporation into the floodplain. Pucherelli (1988) and Lyons (1989) generally concurred with this assessment, indicating 40 percent of the observed channel narrowing was attributed to island attachment. Lyons, however, concluded that the Green River channel below FGD had reached a new equilibrium (at various times at greater distances downstream) and no more significant changes in channel geometry should occur. Widening of the channel in response to the high runoff during the 1980's indicates the potential for future channel changes in response to changes in water and sediment discharge conditions.



Williams and Wolman (1983) stated that regulation of flows is the only dam-related factor certain to encourage vegetation growth. Reduced high flows decrease seedling scour from sand bars and increased low flows support young plant growth. FGD operations have increased the frequency of flows >2000cfs from 72% to 89%.



Decreased computed sediment loads (i.e. Andrews 1986 paper), although alarming, are attributed to two factors; decreased sediment supply because of reservoir storage and decreased transport capacity because of reduced peak flows.



Andrews analysis of the morphologic changes along the Green River that he attributed to the emplacement of FGD (i.e., degradation and channel narrowing) was based on the assumption that the river was in a state of quasi-equilibrium before dam construction. RCI 1990 reviewed literature in the Green and Yampa River basins under contract to the Colorado Water Conservancy District and the Wyoming Water Development Commission. RCI cites more recent literature (Schumm et al., 1987; Schumm and Gellis, 1989) that suggests that the sediment load of the Colorado River has been decreasing since the mid-1920's and that an abrupt decrease occurred in the period 1940-45. The declining sediment load is attributed to (1) drought in the sediment producing areas of the drainage basin (Thomas et al., 1963), (2) changes in sediment sampling procedures by the USGS (Schumm et al., 1987), (3) major reductions in livestock numbers and implementation of erosion control efforts on grazing lands (Hadley, 1974), and (4) the cycle of sediment storage in entrenched channels and arroyos following the widespread occurrence of channel trenching in the latter part of the 19th century (Hereford, 1984, 1985; Graf et al., 1987; Schumm and Gellis, 1989).



Regardless of the actual causes of decline in sediment loads in the river draining the Colorado Plateau, the fact that a period of decline was taking place during the time frame when FGD was emplaced casts doubt on the equilibrium status of the Green River prior to dam emplacement.



GENERAL - FISHES



Channel narrowing and margin simplification has reduced in-channel fish habitat. This primarily affects the endangered Colorado River Squawfish. The loss of overbank flood flows has virtually eliminated floodplain habitats for the endangered razorback sucker, a species that requires out-of-channel nursery habitat. At the present time the floodplain habitat requirements of the razorback are less well known than the in-channel habitat needs of the Squawfish. This is primarily because floodplains and flooding are very controversial issues and few studies have been commissioned to improve our understanding of this problem.



Valdez (1994) synthesized winter investigations of endangered fish in the Green River basin. Apparently two winter studies were conducted by Wick and Hawkins (1989) on the Yampa River, and Valdez and Masslich (1989) downstream from FGD. Both studies tracked movements of radiotagged adult Colorado Pikeminnow and razorback suckers. Both studies revealed preference for overwintering sites in moderately deep, low-velocity habitats. Both species were locally active, but rarely left a habitat, except during flow changes or to avoid ice jams and frazil ice masses.



Both studies recommended low, relatively stable winter flows to stabilize low velocity habitats, allow formation of a persistent ice cover to insulate from supercooling, dampen moderate fluctuations, and minimize incidence of ice jams and frazil ice. Several studies were recommended to evaluate other life stages of the native fishes.



Wick (1997) documented a sediment transport problem related to timing for spawning razorback suckers near the DINO quarry. Razorbacks spawn in a side channel which becomes a low velocity zone as discharge increases, because of a downstream constriction and backwater effect. When a critical discharge of approximately 10000-12000 cfs is reached on the rising limb of a hydrograph, sedimentation occurs on the spawning gravels, sometimes burying eggs before they hatch. This sequence is dependent on the timing of Yampa River flows and the corresponding operation of FGD. To ensure the spawning and larval production of razorbacks Wick recommended that releases from FGD be closely coordinated to forecasts of flow and runoff potential for the Yampa River and monitoring at this site. It is common that FGD releases precede Yampa flooding by several weeks as dam operators evacuate the reservoir to make storage available for the runoff. There is also an issue of temperature required for razorback spawning that can be affected by cold releases from FGD.







GENERAL - RIVER/ECOSYSTEM MANAGEMENT



Stanford (1994) convened a panel of experts to review and synthesize ecological information, issues, methods and rationale used to prescribe instream flow needs to assist the recovery of endangered fishes in the Upper Colorado River basin. Purpose of the study was to identify critical uncertainties and to provide recommendations for determining the instream flow needs of the endangered fishes. Stanford concluded that studies to date strongly indicated that truncation of peak flows and higher, fluctuating baseflows have altered complex biophysical processes that form and maintain suitable habitats required for survival of the fishes. He further states that an apparent ecological tradeoff exists where very high flows are needed occasionally to produce habitats that he fish need to survive, but at the expense of reproductive success. This quandary is the basis of uncertainty and indecision in biological resource management.



Stanford recommends a holistic instream flow methodology with additional study to resolve uncertainties (adaptive management?). Specifically, he recommends re-establishing seasonality with Spring peaks that approach the amplitude and frequency of preregulation events, and Summer and Winter baseflows with daily changes limited to near preregulation conditions (~<5%/day). Success would be determined by long-term trends in endangered fish populations.







GENERAL - VEGETATION



Fischer et al. (1983) studied vegetation along the unregulated Yampa River in comparison to vegetation along the regulated Green River upstream and downstream from the Yampa River confluence. The authors goal was to describe the potential effects on streamside vegetation communities of flow regulation (threatened impoundment) on the Yampa River. The effect of reduced maximum discharges was observed in Lodore Canyon where a there is clear evidence of a downward movement of riparian and upland species (boxelder, juniper, rabbitbrush, and Chrysopsis) into the pre-dam floodzone. Coupled with reduced peak flows is increased minimum flows, which Fischer et al. Predicted would kill the plants presently established along the low water line but would probably easily reestablish higher on the floodzone. More importantly, the authors felt that the floodzone was reduced to a very narrow band, from 30 to 5 meters wide on the Green River, and that the species composition had changed as a result of flow regulation. The authors also discussed the visual impact and impact on campsite size and numbers that vegetation encroachment would cause.



A commonly reported outcome of regulated flow is reduced reproduction by seed of large woody perennials, including boxelder, cottonwood, and tamarisk. Upstream from the Yampa confluence, boxelder seedlings were found on the Green River. Downstream, seedlings of cottonwood and tamarisk were found limited to the floodzone area resulting from the variable seasonal input of the Yampa. Reduced seedling reproduction and a decline in riparian tree populations on the upper terraces of the floodplain have been attributed to reduced peak flows. This response to flow regulation on the Green River near the Yampa River confluence is similar to responses observed on other river systems of the world (various literature cited by the authors).







GENERAL - HYDROLOGY AND DAM OPERATIONS



Muth et al 2000

Draft report 2000 Flow and Temperature Recommendations for Endangered Fish in the Green River Down Stream of Flaming Gorge Dam. The report documents the development of integrated flow and temperature recomendations for release fro FGD to support dendangerd fish species recovery. Information on each endangered fish species was used to develop integrated flow and temperature recommendations for the Green River downstream of Flaming Gorge Dam. The goal of the recommendations is to provide the annual and seasonal patterns of flow and temperature in the Green River that would enhance populations of the endangered fishes. Six objectives were developed to achieve this goal: (1) provide appropriate conditions that allow gonadal maturation and environmental cues for spawning movements and reproduction; (2) form low-velocity habitats for pre-spawning staging and post-spawning feeding and resting areas; (3) inundate floodplains and other off-channel habitats at the appropriate time and for an adequate duration to provide warm, food-rich environments for fish growth and conditioning, and to provide river-floodplain connections for the restoration of natural ecosystem processes; (4) restore and maintain the channel complexity and dynamics needed for formation and maintenance of high-quality spawning, nursery, and adult habitats; (5) provide base flows that promote favorable conditions in low-velocity habitats during summer, autumn, and winter; and (6) minimize differences in water temperature between the Green River and Yampa River in Echo Park to prevent temperature shock and possible mortality to larval Colorado pikeminnow transported from the Yampa River and into the Green River during summer.



Specific peak- and base-flow target levels are recommended for each reach for five hydrologic conditions as defined by exceedance probability: wet (0-10% exceedance), moderately wet (10-30% exceedance), average (30-70% exceedance), moderately dry (70-90% exceedance), and dry (90-100% exceedance). At the time of this update the flow recommendations were still in draft and may change therefore the details of the recomendations are no included in this literature review.

LITERATURE



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