Strategies for reservoir operation
ü The flow in the river changes seasonally and from year to year, due to temporal and spatial variation in precipitation.
ü Thus, the water available abundantly during monsoon season becomes scarce during the non-monsoon season, when it is most needed.
ü The traditional method followed commonly for meeting the needs of water during the scarce period is construction of storage reservoir on the river course.
ü The excess water during the monsoon season is stored in such reservoirs for eventual use in lean period.
ü Construction of storages will also help in control of flood, as well as generation of electricity power.
ü To meet the objective set forth in planning a reservoir or a group of reservoirs and to achieve maximum benefits out of the storage created, it is imperative to evolve guidelines for operation of reservoirs.
ü Without proper regulation schedules, the reservoir may not meet the full objective for which it was planned and may also pose danger to the structure itself.
ü Control of flood is better achieved if the reservoir level is kept low in the early stages of the monsoon season.
ü However, at a later stage, if the anticipated inflows do not result the reservoir may not get filled up to FRL in the early stages of monsoon, to avoid the risk of reservoir remaining unfilled at later stage, there may be problem of accommodating high floods occurring at later stage.
ü In some cases while planning reservoirs, social and other considerations occasionally result in adoption of a plan that may not be economically the best.
Levees and Floodwalls
ü Levees and floodwalls are barriers that hold back floodwaters.
ü A levee is constructed of compacted soil and requires more land area.
ü Floodwalls are built of manmade materials, such as concrete and masonry.
ü These structures may completely surround the building or may tie into high ground at each end. If openings are left for the driveway and/or sidewalk, closures must be installed to seal these access points prior to a flood.
Because levees and floodwalls are located away from the structure or area to be protected, they provide flood protection without altering the building.
Although levees and floodwalls can be built to any height, they are usually limited to four feet for floodwalls and six feet for levees (due to cost, aesthetics, access, water pressure, and space).
The structure should be built at least one foot higher than the anticipated flood depth (freeboard protection).
No matter how high the barrier is, it can always be overtopped by a larger flood, which would cause as much damage as if no protection were provided (or more).
In areas with high velocity flow, erosion protection may be necessary to protect an earthen levee or prevent undermining of a floodwall.
Flash flooding precludes the use of closures that require human intervention to install.
If flooding lasts more than 3 to 4 days, seepage is more likely to pose problems.
ü A levee or floodwall is not feasible if it would impede flow or block natural drainage in amanner that results in damage to surrounding property.
ü Considerable horizontal space is required for levees; floodwalls are generally more appropriate for small sites.
ü The underlying soil must support the levee or floodwall and resist seepage of water under the structure.
ü A house with a basement can still experience flood damage even if a levee or floodwater protects the structure from surface water.
ü Saturated soil can exert hydrostatic pressure on basement walls, causing them to crack, buckle, or event collapse.
ü Access to the structure can be enabled by providing a means of crossing over a levee or floodwall, such as a ramp or stairway.
ü If this is not feasible, it may be necessary to design openings at driveways, sidewalks, or other entrances and a mechanism for closing all such openings.
ü Designs that do not require human intervention are preferable. If a closure requires manual installation, the effectiveness of the flood protection system depends on the availability of a capable person who is aware of the flood threat and has sufficient time to install closures and make certain they are properly sealed.
ü The rounded outlines of an earthen levee can be shaped to blend into the natural landscape.
ü Floodwalls can be designed as attractive features by incorporating them into the landscape design and utilizing decorative bricks or blocks (although this will generally increase the cost).
A levee or floodwall cannot be used to bring a substantially damaged or substantially improved structure into compliance with current floodplain development standards.
ü Depending on the availability of suitable local soil, levees may be less expensive than other flood proofing options.
ü However, if suitable fill material is not locally available, the expense of transporting proper material to the site can be significant.
ü The cost of floodwalls is usually greater than that of levees.
To be effective, a levee must be constructed with compacted, impervious soils.
The practice of piling stream sediment on the bank does not provide flood protection.
The embankment slopes must be gentle (usually a ratio of one vertical to two or three horizontal) to provide adequate stability and minimize erosion.
The levee‟s widthtimes itswillheight. thus be several
Floodwalls are generally constructed of solid concrete (alone or in combination with masonry).
They must be designed to withstand water pressure without overturning or displacement.
Mechanisms for closing access openings in a levee or floodwall include automated systems (usually expensive) or manually operated flood gates, stop logs, or panels. There are often hinges or sliding mechanisms for installation.
If the closure is not permanently attached, it must be stored in a readily accessible location.
Any sewers or drain pipes passing through or under a floodwall or levee require closure valves to prevent backup and flooding inside the building and protected area.
Rain, snow melt, and seepage water must be removed from the protected side of a levee or floodwall using drains (with flap valves to prevent backflow during a flood) and a sump pump.
An emergency power source for the electric sump pump enables operation during a power outage.
Routine inspection enables identification and repair of problems while they are still minor.
Levees should be checked for signs of erosion, settlement, loss of vegetation, animal burrows, and trees.
Inspect floodwalls for cracking, spelling, or scour.
Routine maintenance is needed to make sure that sump pumps, valves, drain pipes, and closures operate properly.
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