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Water Balance, Salt Loading, and Salinity Control Options of Red Bluff Reservoir, Texas

机译:德克萨斯州红崖水库的水平衡,盐分负荷和盐度控制选项

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摘要

Red Bluff is the main reservoir of the Pecos River in Texas, and its maximum storage capacity adjusted to sediment accumulation is estimated at 357 million m3 (289,600 acre-ft.).Aside from the shortage of water entering the reservoir, high salinity has been a concern. Thisreport was prepared with three main objectives: i) to outline water balance of the reservoir, ii) toestablish salt loading trends over the past several decades, and iii) to evaluate the impact of saltloading on salinity of the reservoir and its outflow. We also outlined the needs for salinitycontrol, and briefly discussed salinity control options.The data used in this report were gathered through an EPA project entitled ?Basin-wideManagement of the Texas Pecos River?, and consisted of flow and salinity data from variousagencies. Flow data are fairly reliable as the discharge is measured daily at a number of stations.Salinity data have been taken several times a month to several times a year, and may beconsidered ?sketchy? at best. However, an effort was made to establish salinity and flowrelationships, so that salinity measured under a certain flow condition can be extrapolated to themonthly flow. Flow and salt loading analyses were performed since 1959, and the water balanceanalyses from 1991 through 2001 during which a complete set of flow, storage, and salinity datawas available.The analyses of flow balance indicate that the inflow into Red Bluff from 1991 through2001 averaged 95 million m3 (77,000 acre-ft.) per year from the Pecos, and 31 million m3(25,000 acre-ft.) from the Delaware River (DWR). These flow means are higher than the longterm(1959-2001) averages of 84 and 21 million m3 from the Pecos and the DWR, respectively.The reservoir storage during 1991-2001 fluctuated widely between 47 to 186 million m3 with amean of 100 million m3 (81,000 acre-ft). The recorded annual surface outflow averaged 59million m3, the estimated evaporation losses, 35 million m3, and the estimated percolation loss,41 million m3 per year or 33% of the total inflow. About 8.7 of the 41 million m3 appears to bereturning to the River above Orla. Ignoring the high percolation loss estimated in two out ofeleven years, the seepage losses appear to have averaged 37 million m3 (30,000 acre-ft) per year.This estimate of percolation losses is subject to the reliability of reservoir outflow measurements.Salinity of the Pecos River at Malaga (NM) averaged 4100 mg L-1 in arithmetic mean,and 3320 mg L-1 in flow-weighted during 1959 to 2001. Since 1991, the flow-weighted mean atthis location averaged 3500 mg L-1. Salinity of the DWR was estimated at 2600 mg L-1, and theflow-weighted salinity of the composite flow which enters Red Bluff was 4425 mg L-1 since1991. Salinity of outflow from the reservoir since 1991 averaged 6150 mg L-1, thus registeringan annual mean salinity increase of 1700 mg L-1 in flow-weighted, and 650 mg L-1 in arithmeticmean between the inflow and the outflow since 1991.Salt loading into Red Bluff averaged 478,000 tons per year since 1991, and is stable. Thebest loading estimate from the Pecos and the DWR combined is 560,000 tons per year orsomewhat higher. Salt loading from Malaga Bend is estimated at 150,000 tons per year since1991, as compared to the long-term mean of 172,000 tons/year. Salt load of the reservoiroutflow since 1991 is estimated at 410,000 tons/year which includes seepage returning back tothe river.Salinity of the reservoir release (6150 mg L-1 on the average) is too high for irrigatedproduction of most crops, except for highly salt tolerant types, such as cotton and hay. It is notacceptable for poultry, and is marginal for livestock. It also limits biodiversity of both aquaticand riparian species. Salt loading from the Pecos measured at Langtry, (where the Pecos entersthe Rio Grande) has averaged 429,000 tons per year since 1986. This accounts for 26% of saltloading (or 30% of gauged inflow) into Amistad, while providing only 9% of the total inflowinto the reservoir. This is not an ideal situation as salinity of the Amistad International Reservoirlocated downstream is nearing 1000 mg L-1, the upper limit of drinking water standard in Texas.The proposed control of brine intrusion at Malaga Bend seems to be the most effectiveoption for lowering salinity of the Pecos River entering Red Bluff. When this source iscontrolled, salinity of the reservoir outflow can be reduced to the salinity level reported during1937 to 1940, which is 4710 mg L-1. Salinity can be lowered even more if saline water intrusionnear Chain Lakes (east of Roswell, NM) is controlled. Saline water intrusion controls not onlyreduce salinity, but can also reduce salt load of the Pecos River entering the Rio Grande, thenAmistad Reservoir. The reduction of seepage losses at reservoirs upstream should also helpreduce salinity of the Pecos River downstream.
机译:雷德布拉夫(Red Bluff)是德克萨斯州佩科斯河(Pecos River)的主要水库,根据沉积物堆积量调整后的最大储水量估计为3.57亿立方米(289,600英亩-英尺)。在意。编写此报告的主要目的是:i)概述水库的水平衡,ii)建立过去几十年的盐负荷趋势,以及iii)评估盐负荷对水库盐度及其流出的影响。我们还概述了盐度控制的需求,并简要讨论了盐度控制方案。本报告中使用的数据是通过EPA项目“德克萨斯州Pecos河的全流域管理”收集的,其中包括来自各个机构的流量和盐度数据。流量数据相当可靠,因为每天都要在多个站点进行流量测量。盐度数据每月一次至每年几次,可能被认为是“粗略的”?最好。但是,已努力建立盐度和流量关系,以便可以将在特定流量条件下测得的盐度外推到每月流量。自1959年以来进行流量和盐分分析,并从1991年至2001年进行水平衡分析,在此期间可获得完整的流量,存储和盐度数据集。流量平衡分析表明,1991年至2001年流入Red Bluff的平均流量为95每年来自Pecos的百万立方米(77,000英亩-英尺),以及来自特拉华河(DWR)的3,100万立方米(25,000英亩-英尺)。这些流量均高于Pecos和DWR的长期平均水平(1959-2001),分别为84和2100万立方米.1991-2001年期间的储量波动范围在47-1.86亿立方米之间,安曼数值为1亿立方米。 (81,000英呎)。记录的年平均地表流出量为5900万立方米,估计的蒸发损失为3500万立方米,估计的渗滤损失为每年4100万立方米,占总流入量的33%。在4,100万立方米中,大约有8.7%回到了奥拉河上。忽略了十一年中估计的两年高渗滤损失,似乎平均每年的渗漏损失为3700万立方米(30,000英亩-英尺),这种渗滤损失的估计取决于储层流出量测量的可靠性。 1959年至2001年,马拉加(NM)河流的算术平均值为4100 mg L-1,流量加权平均值为3320 mg L-1。自1991年以来,此位置的流量加权平均值为3500 mg L-1。 DWR的盐度估计为2600 mg L-1,自1991年以来,进入Red Bluff的复合流的流量加权盐度为4425 mg L-1。自1991年以来,水库流出物的盐度平均为6150 mg L-1,因此自1991年以来,流量加权平均盐度年均增加1700 mg L-1,算术平均数为650 mg L-1。自1991年以来,向Red Bluff的平均装载量为每年478,000吨,并且保持稳定。 Pecos和DWR得出的最佳装载量估计为每年56万吨,甚至更高。自1991年以来,马拉加本德的盐负荷估计为每年15万吨,而长期平均值为每年172,000吨。自1991年以来,水库流出的盐负荷估计为410,000吨/年,其中包括返回河流的渗流。水库释放的盐度(平均6150 mg L-1)对于大多数农作物的灌溉生产而言过高,除了高盐分耐性类型,例如棉花和干草。对于家禽来说是不可接受的,对于家畜来说则是微不足道的。它还限制了水生和河岸物种的生物多样性。自1986年以来,在Langtry(Pecos进入里奥格兰德州)测量的Pecos的盐负荷平均每年为429,000吨。这占流入Amistad的盐负荷的26%(或计入流量的30%),而仅占9%流入水库的总流量。这不是理想的情况,因为下游的Amistad国际水库的盐度接近1000 mg L-1,这是德克萨斯州饮用水标准的上限。拟议控制马拉加弯的盐水入侵似乎是降低盐度的最有效选择斯科斯河进入红崖。如果控制此来源,则可以将油藏流出物的盐度降低到1937年至1940年报告的盐度水平,即4710 mg L-1。如果控制咸水侵入Chain Lakes(新墨西哥州罗斯威尔市以东)附近,盐度甚至可以进一步降低。盐水入侵不仅可以控制盐度,还可以减少进入大里约热内卢(然后是阿米斯塔德水库)的佩科斯河的盐分负荷。上游水库渗漏损失的减少也应有助于降低佩科斯河下游的盐度。

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