treatment of such projects. The goal of soil erosion
within the scope of responsibility.
In summary, relevant scholars are currently
paying great attention to the development of water
and soil conservation in engineering construction and
have conducted a lot of research on this. However,
scholars focus more on the formulation of
engineering water and soil conservation measures,
and the related research on the cost of engineering
water and soil conservation measures is relatively
weak.
2 CURRENT STATUS OF SOIL
AND WATER CONSERVATION
MEASURES FOR TEMPORARY
PROTECTION WORKS IN
SUBSTATIONS
2.1 Analysis of Water and Soil Erosion
Links in Substation Engineering
When the terrain of the substation is a hillside, after
the project enters the site and clears the table, the
slope shall be cut, that is, the hill excavation shall be
carried out. Subsequent foundation excavation; when
the terrain of the substation is on a plain, the
foundation excavation will be carried out directly
after the surface is cleared. Regardless of the
situation, the original landform is subject to manual
labor and drastic changes occur during the project.
The vegetation on the ground is cleared, and
colleagues excavate the earth and rock, resulting in a
large amount of spoil.
The site is leveled before the foundation
excavation, and the earthwork requires a lot of
excavation, which usually accounts for more than
half of the total excavation volume of the substation
project. Part of it is backfilled, and the rest is used in
projects such as roads outside the station. During the
site leveling process, the soil loosens, and before the
ground hardens, it is most likely to cause soil erosion.
In the construction process of the main building,
the project that affects soil and water conservation is
the construction land, which mainly includes the
storage of temporary materials and waste, and the
land occupation of equipment, but the area is small
and only affects a small amount of land outside the
station.
The road engineering and underground trench
pipeline engineering in the station require a certain
degree of excavation and filling. The road in the
station first needs to level the land, and during the
paving process, materials are transported in. The
amount of excavation for cable trenches and water
pipelines is relatively large.
2.2 Analysis of the Content of
Temporary Protection Engineering
Measures for Water and Soil
Conservation in Substations
1) Topsoil stripping and temporary storage
protection
According to the actual situation of the surface
soil of the station area, it shall be stripped and stored
in a centralized manner. The pile shall be stored in the
station area as much as possible, and no new
temporary land occupation shall be added. Since the
storage time of surface soil is relatively long,
generally during the entire construction period of the
substation, the surface soil storage yard should be
provided with temporary blocking, cover, drainage,
and sand settlement measures. Blocks generally use
soil-filled woven bags, color steel plates, etc.; thatch
covers generally use dust-proof nets, geotextiles, etc.;
temporary drainage is recommended for drainage
ditches, generally earth (stone) ditching; sand
settlement measures generally refer to construction of
temporary sedimentation Pool.
2) Temporary protection of backfill soil storage
Pipeline construction for water supply, drainage,
heating, communication, and cable trenches outside
the station is generally excavated in sections, and
filled with excavation. The excavated earth is
generally piled along the line. The storage period and
amount of soil are relatively small. Therefore, for this
part Temporary piles of soil mainly take temporary
blocking and covering measures. The earthwork used
for backfilling the foundation of buildings or
equipment and elevating the site shall be stored in a
centralized manner, and measures shall be taken to
temporarily block, cover, drain and settle the sand.
3)Temporary drainage and sedimentation of the
construction site
The construction site is generally not hardened
and uneven, and it is prone to hydraulic erosion
during the construction process. Therefore, after the
site is leveled, a temporary drainage ditch needs to be
dug for drainage during the construction period. The
wiring is consistent with the drainage measures in the
permanent station. The temporary drainage ditch can
be soil or brickwork. The structure has a temporary
sand basin at the end, and the flood control design
standard is determined according to the construction
period.