Stage 8 went from Arch Lewis Canyon Lake to Martin Tank Lake. The Martin Tank Lake dam is 22260 feet wide and 230 feet high. The Lake will contain about 30,000 Acre-ft when full, about eighteen hours worth of storage.
plus The elevation at the Martin Tank lake will top out at 4620 feet with maximum water level at 4610 feet. The aqueduct will first descend to 3980 feet, as it crosses the Rio Grande in La Mesa, a distance of 50 miles. The elevation difference is (4620 – 3980 – 50 X 2.2) feet = 530 feet. Releasing 24,000 cfs of water 530 feet will generate 1 GW of energy for 19 hrs/day. From La Mesa it will climb to the Poppy Canyon lower Reservoir. The dam is 480 feet high and will top out at 4680 feet with a maximum water level at 4650 feet. The Poppy Canyon is special and will be described more in Leg 10. The total lift of the water in stage 9 is (4320 – 3980 + 160×2.2) feet = 692 ft. To lift 24,000 cubic feet per second 692 feet requires five 100 MW LFTR nuclear reactors, plus the energy generated from the early decrease in altitude. The Poppy Canyon Reservoir will look like this:
Stage 7 ended in Arch Lewis Canyon Reservoir. It will be filled mostly during the 5 hours of peak power generation. During the other 19 hours the fill rate will be very low leading to lowering water levels.
It has a 3000 feet wide and up to 480 feet high dam, topping out at 4620 feet, and the lake holds a volume of up to 60,000 acre-ft of water.
From the Arch Lewis Lake dam to the Martin Tank Lake the distance is 60 miles the way the aqueduct takes. It will first descend to 3720 feet before rising to 5190 feet. The descending drop is (4620 – 3720 – 2.2 x 9), or up to 890 feet. The Martin Canyon Lake will top out at 5200 feet with maximum water level at 5190 feet. The total lift of the water in this stage is (5190 – 3720 + 51×2.2) feet = 1582 ft. To lift 25,000 cubic feet per second (1582 x 1.07 – 890 x 0.93) = 865 feet requires eighteen 100 MW LFTR nuclear reactors. The Martin Tank Lake dam is 22260 feet wide and 230 feet high. It will contain about 30,000 Acre-ft when full, about eighteen hours worth of storage. For 5 hours per day the eighteen reactors can provide 1.8 GW of peak power to the grid.
Dam 1 is the White Oaks Canyon Lake. It has a 2000 feet wide and up to 400 feet high dam, topping out at 5000 feet, and the lake holds a volume of up to 80,000 acre-ft of water.
Dam 2 dams the Last Chance Canyon Lake. It has a 2200 feet wide and up to 380 feet high dam, topping out at 5680 feet, and the lake holds a water volume of up to 35,000 acre-ft.
The Stage 7 is a tunnel, starting at 4600 feet and ending at 4492 feet maximum levels. The 20 mile long tunnel will drop 44 feet as it passes under the mountain.
Dam 3 dams the Upper Canyon reservoir. It has a 1600 feet wide and up to 240 feet high dam, topping out at 5200 feet, and the lake holds a volume of up to 15,000 acre-ft of water.
Dam 4 dams the Arch Lewis Canyon Reservoir. It has a 3000 feet wide and up to 480 feet high dam, topping out at 4600 feet, and the lake holds a volume of up to 60,000 acre-ft of water.
Up to now all stages have pumped water up the mountains. This stage releases the hydroelectric water storage, and it does so even during peak power, so the water flows all 24 hours with peak electricity creation during peak usage. By now, the average flow is down to 19000 cfs , 24 hours a day. During off peak hours, 19000 cfs flows down the tunnel, the power generated is coming from Dam 1 with a water level of between 4980 feet and 4700 feet with an average of 4940 feet. The maximum output level of the water is 4640 feet, so a drop of 300 feet will generate a minimum of 440 MW of power, or 10.5 GWh/day. Part of this energy will be used to pump up the water to Dam 2 and 3. Dam 2 will pump 13,000 cfs of water from 4630 feet to between 5820 feet ans 5520 feet, (average 5760) for 19 hours, an average lift of 1,060 feet. This required a total of 23 GWh of energy per day , or 1.2 GW pf power. Dam 3 will pump 6,000 cfs of water from 4630 feet to between 5200 feet and 4930 feet, (average 5120) for 19 hours, an average lift of 520 feet. This required a total of 5.2 GWh of energy per day , or 270 MW pf power.
The net electricity needed during 19 off peak hours is 3.0 GW on average. This requires thirty 100 MW LFTR power stations. Normally the pumping power will come from excess wind and solar power, but the power plants will still have to be there when the sun doesn’t shine and the wind doesn’t burn. When there is excess power available the LFTR’s can make hydrogen for use for extra peak power. The electricity generated during the 5 peak hours is 49,000 cfs at a drop of 1060 feet, or 4.0 GW, from dam 2. From dam 3 it will be 22,800 cfs at a drop of 520 feet, or 900 MW. From the 2 dams , total electricity is 4.9 GW. Total electricity generated during these 5 hours is 24.5 GWh. This assumes a 93% efficiency of the reversible pumps from Dam 2 and 3 (you lose 7% both in the pumping and the generation phase.) The generators from Dam 1 are not reversible.
The tunnel capacity between Dam 1 and Dam 2 outlets is 19,000 cfs, between Dam 2 and 3 it is 49,000 cfs, and from Dam 3 to its exit in Dam 4 it is 71,800 cfs.
The fifth stage was from East of Sweetwater dam (to be constructed) to Grassland Canyon Lake (to be made). The sixth stage is big! The aqueduct travels from South of Lubbock, Texas to the Guadaloupe Mountains in New Mexico, a distance of 110 miles.
The elevation at the Grasslands Canyon lake will top out at 2800 feet with maximum water level at 2790 feet. The White Oaks Canyon dam is 400 feet high and will top out at 5000 feet with a maximum water level at 4950 feet. The total lift of the water in stage 6 is (4950 – 2790 + 110×2.2) feet = 2402 ft. To lift 25,000 cubic feet per second 2402 feet requires fifty-three 100 MW LFTR nuclear reactors, thirteen on the Texas Grid and forty on the Western national grid. The White oaks Canyon Lake will contain about 130,000 Acre-ft of water when full, about three days of storage. For 5 hours per day these fifty-three reactors used in this stage can provide 5.3 GW of peak power to the grid instead of pumping water, thus acting as a virtual hydroelectric peak power storage. 1.3 GW of this will be used by the Texas Power Grid, and 4.0 GW by the Western U.S. Power grid, and they have to be coordinated. One alternative is that this grid can be connected to either the Texas grid or the Western Grid dependent on who needs the peak power. The White Oaks dam will look like this:
The fourth stage was from North of Baird dams (to be constructed) to East of Sweetwater dam (to be constructed
The elevation at the East of Sweetwater dam is 2450 feet. From the East of Sweetwater dam to the Grasslands Canyon Lake the distance is 50 miles . The Grasslands Canyon lake will top out at 2800 feet with maximum water level at 2790 feet. The total lift of the water in stage 5 is (2790 – 2450 + 50×2.2) feet = 450 ft. To lift 26,000 cubic feet per second 450 feet requires ten 100 MW LFTR nuclear reactors. The EGrasslands Canyon Lake will contain about 110,000 Acre-ft when full, more than two days worth of storage. For 5 hours per day these ten reactors can provide 1.0 GW of peak power to the grid.
The third stage was from Brad lake to North of Baird dams (to be constructed).
The elevation at the upper North of Baird dam is 1830 feet. From 19.5 miles ENE of Abilene to the East of Sweetwater dam the distance is 60 miles . The East of Sweetwater dam will top out at 2460 feet with maximum water level at 2450 feet. The total lift of the water in stage 4 is (2450 – 1860 + 60×2.2) feet = 702 ft. To lift 26,000 cubic feet per second 700 feet requires fifteen 100 MW LFTR nuclear reactors The East of Sweetwater dam will contain about 100,000 Acre-ft when full, about two days worth of storage. For 5 hours per day these 15 reactors can provide 1.5 GW of peak power to the grid.
The second stage of the aqueduct went from Aquilla Lake to Brad Lake.
The elevation at Brad reservoir is 1370 feet. From 25 miles East of Breckenridge the aqueduct goes W to 19.5 miles ENE of Abilene, a distance of 60 miles . The dam yet to be built will top out at 1840 feet with maximum water level at 1830 feet. The total lift of the water in stage 3 is (1830 – 1370 + 60×2.2) feet = 592 ft. To lift 26,000 cubic feet per second 592 feet requires twelve 100 MW LFTR nuclear reactors The upper Baird reservoir will contain about 90,000 Acre-ft when full, about two days worth of storage. For 5 hours per day these twelve 100 MW reactors can provide 1 GW of peak power to the grid. There will be a lower dam to provide hydroelectric power storage of 4 GWh, of 800 MW for 5 hours, after which the lower dam will be re-emptied by pumping back the water to the upper dam, hopefully using surplus wind-power.
The Deadman Draw upper and lower lake
And this is what a hydroelectric power storage unit looks like:
The first stage of the aqueduct was from the Mississippi river diversion to Lake Aquilla:
The elevation at this lake is 548 feet. From here the aqueduct goes NW to 25 miles East of Breckenridge. It crosses the Brazos river and then goes through the Squaw Creek reservoir. This reservoir is built to provide cooling water for a nuclear power plant. The aqueduct will provide extra water in case of extreme drought. The end of Stage 2 is a dam, located just south of the Brad Cemetery on U.S. route 180, 25 miles East of Breckenridge. The dam, yet to be built will top out at 1380 feet with maximum water level at 1370 feet. The total lift of the water in stage 2 is (1370 – 548 + 100×2.2) feet = 1062 ft. To lift 26,500 cubic feet per second 1062 feet requires twenty-three 100 MW LFTR nuclear reactors. Lake Brad will contain about 90,000 Acre-ft when full, about two day’s worth of storage. For 5 hours per day these 23 reactors can provide 2.3 GW of peak power to the grid. (The power can also be provided by wind power, during which time the LFTR’s can make hydrogen for extra peak power storage).
The Transcontinental aqueduct at the starting point will have a carrying .capacity of 15 million acre-ft per year, or 21,000 cubic feet per second on average. Maximum flow will be 26,500 cfs, allowing the power generators to supply peak power to the grid for up to 5 hours per day instead of pumping water.
The starting point of the aqueduct is where the Red river empties out in the Atchafalaya river, and has a Mississippi River diversion canal. The elevation at the starting point is 7 feet, and the dam and 32 desilting basins of size 300 x 600 feet with a depth of 20 feet will be located in the upper part of the never used West Atchafalaya Floodway. From there the water will be collected and the aqueduct will start going westward.
The Mississippi River flood control Morganza spillway is south of the Atchafalaya river diversion, and will not interfere. The place chosen is ideal to relieve some of the Mississippi river flow. Even in the lowest Mississippi flow in a drought year this diversion has sufficient flow to divert 26,500 cfs from the river.
The first leg of the aqueduct is 360 miles long and is an open water river with pumping stations whenever the river has to rise at least 30 feet. The river runs by gravity until it has sunk about 15 feet which is about 6.2 miles downstream. Since endpoint is at 548 feet elevation this requires lifting the water about 1300 feet. During the course of the path the aqueduct crosses the Sabine River south of the Toledo Bend Reservoir, going through Richland-Chambers reservoir and Navarro Mills lake; following the best climb it crosses the Neches River and the Trinity River following the geologically best way until it reaches Aquilla Lake. The aqueduct is quite substantial, it will carry about 80% more water than the All American Canal, seen below under construction. This canal has a drop of about 2.2 feet per mile to accommodate maximum flow.
Pumping 26,500 cfs water through the aqueduct requires 3 Gigawatts of power when rounding up for turbine losses. This can be accomplished by thirty 100 MW LFTR reactors, also being able to provide up to 3 GW of peak power for 5 hours/day on demand.
The end point for stage 1 of the channel is Aquilla lake, elevation 548 feet. It has a storage capacity of 100,000 acre-ft, about a day’s worth of storage.
In 2016 then Governor Jerry Brown declared that California was in a permanent state of drought, so they might as well atart to prepare for water rationing.
The Lake Oroville Dam had a large crack in its spillway, and it was part of the regular maintenance to fix it, but since they were in a permanent drought the lake would never again be full, so there was no need, and certainly no hurry to fix it. Then in 1917 it started to rain again, the lake started to overflow, and instead of a less than 20 million maintenance task it became an over 1 Billion dollar rescue effort with helicopters trying to dump stones in the eroded parts of the dam
That was in early 2017. then in early 2019 it was full again, and with proper conservation measures there was enough water for 5 to 7 years with normal rainfalls from then on, so not to worry. Look where the lake levels are now:
Lake Oroville water level 8 8 639.67 feet
power. But that is not allSince today’s level is below the intake for hydro-power there will be no power from Oroville dam until spring melting season, thus depraving California about 440 MW of power. But that is not all, it also eliminates Oroville Dam of 117 MW power as a Hydro-power storage “battery” for excess wind power, so more wind turbines will have to be shut off when the wind is blowing since there are no customers for excess power. On the other hand, when the wind is not blowing it will have to be replaced by coal or natural gas, which are in insufficient supply. The future is full of brownouts, and rotating blackouts.
This is how the Oroville Lake looks now:
What is most galling is that of the water released in March of this year, before farmers really started to use water, 91% of the released water went into the San Francisco Bay to save the Delta Smelt, a totally useless fish, but protected. For the moment I can not think of a more inept way to run a water and energy business.