Category Archives: Emergency Operations

Dripping in champagne the M/V Dan Reeves gets to work

With the traditional smashing of a champagne bottle, the latest addition to the Corps’ fleet of tow boats is officially christened the Motor Vessel Dan Reeves.

Corps employees, Reeves’ family members and friends, and people from across the navigation industry gathered at Murray Lock and Dam in Little Rock, Arkansas, to formally christen the M/V Dan Reeves as it is placed into service in the Little Rock District.

Corps employees, Reeves’ family members and friends, and people from across the navigation industry gathered at Murray Lock and Dam in Little Rock, Arkansas, to formally christen the M/V Dan Reeves as it is placed into service in the Little Rock District.

“By naming this vessel the Motor Vessel Dan Reeves, we get to honor a member of our Corps family who made a big impact on the Little Rock District, the McClellan-Kerr Arkansas River Navigation System and our country,” said Col. Courtney W. Paul, district commander.

Dan Reeves retired Jan. 3, 1991 after more than 30 years of service, all with the Army Corps of Engineers, Little Rock District. His dedication, loyalty, and faithful service contributed substantially to the successful operation of the MKARNS.

“His contributions have far outlasted his career and the system’s outstanding reputation for reliability is largely attributable to his work,” added Paul.

Reeves

 

 

 

 

Lee Bass, former Reeves colleague, remembered his friend and coworker as a man who could be counted on to find solutions to the hardest problems.

“I think it [the new tow boat] is truly fitting and worthy of the name Dan Reeves,” said Bass. “Tow boats do all the heavy hauling and Dan was considered, a workhorse of an engineer.”

MV Reeves 2
Bass said that Dan’s genius helped establish the MKARNS as one of the most reliable in the nation. Reliable navigation system, reliable Dan.

“Dan had several unique qualities,” said Bass. “The most impressive was his problem solving capabilities. He could see what caused problems most people would miss. He also had a knack for finding solutions and developing detailed sketches to make the repairs. His ability as a human calculator and problem solving was utterly amazing.  Utterly amazing results from amazing Dan.”

The crowning moment of the ceremony came as Virginia Reeves, Dan Reeves’ widow, joined district leaders on stage to pass the ship’s Bible to the vessel’s new captain Allen Best followed by Reeves’ niece, Patrina Greenway, smashing a champagne bottle on the hull.

MV Reeves 3

 

“Our entire family was very pleased with the whole event,” said Gregg Greenway, nephew of Reeves.  “It exceeded all of our expectations and I learned things about Uncle Dan that I didn’t know. Plus the boat was way nicer than I pictured it. I know that Uncle Dan would be proud.”

And with that, the newest addition to the district’s inventory baring Reeves’ name is ready for service. The M/V Dan Reeves is a high-tech tow boat designed for maintenance and repair activities on the McClellan-Kerr Arkansas River Navigation System infrastructure. The system includes 445 miles of navigation channel, 18 lock and dam structures, four federal powerhouses, and numerous park and recreation waterfront areas and boat ramps. The majority of these activities require heavy lift capability and are inaccessible from land.

20160316_RI2740296


Corps’ Flood Damage Reduction Reservoirs Recover from Flooding, Prepare for Spring Rainy Season

By Laurie Driver Deputy PAO

Bull Shoals Dam releasing flood water at a rate of 30,000 cubic feet per second
Bull Shoals Dam releasing flood water at a rate of 30,000 cubic feet per second in Jan. 26 2016

The six White River basin reservoirs operated by the Army Corps of Engineers Little Rock District were key players in reducing the amount of flooding experienced in December across northern Arkansas and southern Missouri and are being readied for the spring rainy season. Even though releases from Beaver and Table Rock lakes were more than the “typical” flood control releases, the dams reduced flooding by releasing far less than the inflow coming into the lakes during this significant rain event. The reservoirs, Beaver, Table Rock, Bull Shoals, Norfork, Clearwater and Greers Ferry lakes, capture and hold upstream runoff during heavy rains. Without that storage, all that water would pour downriver at one time and add to flood crests already developing from rain falling downstream. Those flood crests would rise higher, spread over more land, and cause significantly more damage and loss of life. Without lakes like Bull Shoals and Norfork near Mountain Home, Ark., working with the other four lakes, many more homes and businesses would have been flooded, the trout fishery would have been destroyed, towns like Cotter, Norfork, Calico Rock, and Batesville would have flooded, and most of the major levees downstream would have overtopped, inundating towns like Jacksonport, Newport, and Des Arc as well as flooding thousands of acres of prime farmland. Mike Biggs, chief of the Hydraulics and Technical Services Branch was responsible for regulating all six reservoirs during the flood fight, said flows moving into the Branson, Mo., area from Table Rock Dam would also have been about four to five times greater.

Mike Biggs, chief of the Hydraulics and Technical Services Branch talks to a local report about the state of the White River during the Christmas 2015 flood.
Mike Biggs, chief of the Hydraulics and Technical Services Branch talks to a local report about the state of the White River during the Christmas 2015 flood.

“Preliminary estimates indicate the flood crest would have been 20 feet higher at Branson, Mo., inundating hundreds more homes and businesses in the Branson area,” Biggs said. “While the largest release from Table Rock was about 72,500 cubic feet per second, flows coming into the lake exceeded 345,000 c.f.s.” Engineers in Biggs’ office reported that flows into Beaver Lake were in excess of 200,000 c.f.s. while releases were limited to about 91,000 c.f.s. If the dams were not operated as they were, homes and businesses downstream from Beaver Dam could have experienced flows of more than 200,000 c.f.s. for many hours and the Branson area could have seen a flow rate of nearly 345,000 c.f.s. Those amounts are vastly different than the flows the Corps released from the dams.

The total release from the spillway and hydropower units at Table Rock Dam is 72,645 cubic feet per second. The most Table Rock has ever released before now is 69,000 in 2011.
The total release from the spillway and hydropower units at Table Rock Dam is 72,645 cubic feet per second. The most Table Rock has ever released before now is 69,000 in 2011.

Since the rivers downstream have begun receding, water continues to be released in a controlled fashion following pre-determined plans. The water control engineers report that several lakes are still high, and it will take several more weeks to empty the flood pools and get the lakes back down to their conservation levels. “We hope that the basin doesn’t receive any additional heavy rains fall until we can evacuate quite a bit more water from the flood pools,” added Biggs.

 

Dams have limitations Biggs explained that the difficulty with excessive or repeated rain is water control engineers are unable to capture and hold all of the rainfall when it exceeds the design limits of the dams or release all captured water between rains. “Most people don’t understand the engineering that went into the design of the dams,” said Biggs. It all begins with rainfall. “The size of the lake was determined by historical rainfall, so, the lakes have capacity limits that Mother Nature can exceed, and from time to time, does, which was the case this past December,” said Biggs. “Our lakes received two and one-half to three and one-half times the average monthly rainfall in less than two days.” The lakes may hold three to four inches of rainfall spread over 30 days, but when the lakes gets eight to 10 inches or even 12 inches of rain in 30 hours, they simply cannot hold that much. Biggs explained, “When the lake fills to capacity, water still flowing into the lake must be released from the dam because there is no storage space left.” When this happens the dam’s ability to help reduce downstream flood heights is reduced. “At this point, the Corps opens the spillway gates that create the large releases downstream, but even in doing this, the lake is temporarily storing more water than it is releasing,” said Biggs. “That is how we were able to release only 72,500 c.f.s. into Lake Taneycomo when the flow into the lake was 345,000 c.f.s. “I don’t think people appreciate the benefits that Table Rock Dam was providing at that time,” said Biggs. Even when making a larger than typical release, a dam does not make conditions downstream worse than the natural condition the river would be in without the dam in place. It is just that the dam has less capability to reduce downstream flooding under those conditions. Also, some people think they are fully protected downstream of a big dam. “Not so,” said Biggs. “The lakes are not intended to and cannot prevent all flooding.” Rather the dams were designed to reduce the peak of the flood. Those living around the lakes or downstream next to the rivers and creeks live with the risk of flooding every time it rains heavily. What the Corps sees happening is that more and more people continue to encroach closer into the flood plain around the lake and in the downstream reaches. Then when the Corps needs to make a release from its dams, people get angry about how it operates the dams.

 

Why the Corps doesn’t release water before the rain begins National Weather Service forecast before the floods

 

National Weather Service forecast before the floods Corps guidance requires its staffs to operate their lakes based on runoff from rain that has occurred and can be measured. Operating the dams based upon “water on the ground” allows engineers to make decisions based upon facts and engineering calculations rather than estimates. This best provides the benefits intended for all the stakeholders. Pre-releasing before the rain has occurred puts the areas protected by the dam at greater risk if more rain develops or is more intense than forecasted in the protected areas. If engineers released water before rain fell and future rain then caused an area to be flooded or flooded to a higher level, then the Corps would have added to that flood level. Also, rainfall forecasts are not sufficiently accurate to base operational decisions based on forecasts of future rain. Engineers have to know the amount of rain, its intensity, and its duration to calculate runoff over very large areas. Just because the broadcast weather forecast shows rain, it does not provide this detail. “How many times have you made plans for a sunny weekend on Monday to find out Friday night that it will be rainy,” asked Biggs. “This happens all the time because long-range forecasts are not accurate. By the time a weather forecast becomes accurate, there is not enough time to evacuate enough storage from the lakes to effect lake levels.”

 

What has changed? Many people ask why the Corps has changed the way it operates the lakes. “We haven’t,” said Biggs. “The water control plan used today is essentially the same as the one used to design the lakes—size of the flood pools, height of the dam, size of the spillway gates, the real estate purchased, etc.—in the 1940’s and 1950’s. The water control plan was part of that design.” Changing the operational plan could invalidate the engineering that built the dam, and thus it requires extensive study to enact change. “We follow that plan dogmatically because, over the long term, the congressionally authorized plan provides the greatest benefits to the greatest number of people,” said Biggs. “It’s not the best plan for any single person or community, but it is the best plan for all.” So what has changed? Since the dams were placed in operation, people have encroached into flood-prone areas. This includes businesses, homeowners, fishing facilities, agriculture, and about any form of man-made development one can think of. “It makes our job more difficult with each flood,” said Biggs. “Property exchanges owners and the new owner exclaims that I have never seen the lake (or river) this high before; you must be doing something wrong!” Weather has changed. The floods of 1927, 1935, and 1945 are historic floods occurring before the dams were built. Shortly after the dams were built, the area experienced an extended dry spell. Over the decades since the dams were built, the weather has fluctuated between drought and wet patterns. The floods of 1982, 1990, 2008, 2011 and 2015 have reminded everyone why the dams were built in the first place. Weather is not static, it is always changing. The one constant is that the Corps’ flood risk reduction dams are doing the job of reducing flooding downstream of its reservoirs and the methodology used to operate the reservoirs is based on science proven statics. The long-standing water control plan followed by the Corps’ engineers was designed to provide public safety, protect the Corps infrastructure, and provide the greatest benefit to all. Unfortunately, when Mother Nature provides us with more water than we need or want, some living and working in flood prone areas will still experience flood waters. The bottom line is “always respect the river.”