Research on the Method of Measuring and Calculating the Cost of
Temporary Protection Engineering Measures for Water and Soil
Conservation in Substation
Xiaoyong Yang, Fuyan Liu, Min Yu and Xiaoyan Yu
*
Economic and Technological Research Institute, State Grid Zhejiang Power Co., Ltd., Hangzhou, 310000, China
Keywords: Substation Engineering, Soil and Water Conservation Measures, Temporary Protection Engineering, Cost
Estimation.
Abstract: With the increase of relevant national standards and the public's awareness of environmental protection and
environmental protection, more and more attention has been paid to water and soil conservation in substation
projects. The investment in water and soil conservation measures has become one of the necessary
components of the cost of substation projects. However, the current scientific calculation of the cost of water
and soil conservation measures for substation projects lacks corresponding standards, which is not conducive
to project cost control and investment benefits. Therefore, this paper takes the soil and water conservation
measures of the temporary protection project of substation as an example. Based on the analysis of the current
situation of the measure plan, firstly, the main factors affecting the investment of the temporary protection
project of the substation are analyzed systematically; then the measures based on the linear regression analysis
are constructed. Cost calculation model; finally, combined with empirical analysis, the validity of the model
is verified.
1 INTRODUCTION
In the construction activities of substation projects, it
is inevitable to occupy land and repair roads, which
destroys the ground vegetation and stable terrain, and
causes soil erosion problems. In order to solve the
problem of water and soil erosion in the project,
power grid companies need to implement
corresponding water and soil conservation treatment
plans during the construction of the project to ensure
that the problem of water and soil erosion in the
project is always controllable and under control.
Literature (Wang, Cai, Lei, Wang, 2021) takes the
Xichuan Interchange (North) Link Road Project of
Mianchi-Xichuan Expressway as an example to
analyze the application and effectiveness of soil and
water conservation measures in highway
construction. Reference (Huang, Ou, Ye, 2021)
combined with the current development of water and
soil conservation work in power transmission and
transformation projects, sorted out the problems in
the calculation of related costs, studied and put
forward suggestions on the development of water and
soil conservation and cost management, which can
improve the quality and efficiency of water and soil
conservation. Literature (He 2021) combined with the
characteristics of the plateau transmission line project
construction, and based on the analysis of the relevant
policy requirements for water and soil conservation,
formulated corresponding water and soil
conservation measures to support the development of
the project's environmental protection work.
Reference (Guo, Hu, 2021) combined with
engineering construction examples, according to the
actual situation of the project area and the
characteristics of the project construction, divided the
500kV power grid improvement project prevention
zone in the northwest of Shanxi Province, analyzed
the characteristics of soil erosion that may be caused
during the construction process, and proposed
different prevention zones. The prevention and
control measures of soil and water conservation have
been implemented. In reference to the characteristics
of power transmission and transformation projects
and the hydrological and soil characteristics of the
project area, the literature (He 2021) carried out soil
erosion calculation and analysis based on related
technical measures of water and soil conservation,
and finally proposed the overall layout of water and
soil conservation measures to achieve prevention and
156
Yang, X., Liu, F., Yu, M. and Yu, X.
Research on the Method of Measuring and Calculating the Cost of Temporary Protection Engineering Measures for Water and Soil Conservation in Substation.
DOI: 10.5220/0011167300003440
In Proceedings of the International Conference on Big Data Economy and Digital Management (BDEDM 2022), pages 156-160
ISBN: 978-989-758-593-7
Copyright
c
2022 by SCITEPRESS Science and Technology Publications, Lda. All rights reserved
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.
Research on the Method of Measuring and Calculating the Cost of Temporary Protection Engineering Measures for Water and Soil
Conservation in Substation
157
4) Dust reduction on the construction site
In addition, during the construction process, water
should be sprayed regularly to reduce dust and
prevent wind erosion.
Table 1: Statistical table of temporary protection
engineering measures for substations.
Serial
number
Type of measure Measure content
1
Filling woven
bags
Stripped topsoil and
earthwork excavated
during construction,
Temporary blocking and
covering during
temporary stacking
2
Geotextile
covering
3
Temporary
drainage ditch
Mainly soil quality to
meet the flow capacity
3 RESEARCH ON THE
CALCULATION MODEL OF
SOIL AND WATER
CONSERVATION MEASURES
BASED ON ONE-VARIABLE
LINEAR REGRESSION
ANALYSIS
3.1 Basic Theory of Regression
Analysis Model
Regression Analysis refers to the use of statistical
data to analyze the quantitative changes of various
variables, and to reflect and describe this relationship
in the form of regression equations. Regression
analysis is divided into linear regression and
nonlinear regression. This section only introduces the
commonly used linear regression analysis. If there is
only one independent variable involved in the
regression analysis, it is a one-variable linear
regression analysis, and the result obtained is a linear
regression equation. The mathematical model of
unary linear regression is:
baxy +=
(1)
3.2 Regression Coefficient
The
a
in formula (1) is the regression coefficient,
because the regression coefficient is the partial
derivative of
y
with respect to
x
, so it is also
called the partial regression coefficient.
The regression coefficient is a parameter that
measures the degree of influence of the independent
variable on the dependent variable. The larger the
regression coefficient, the greater the degree of
influence of the independent variable on the
dependent variable. The positive and negative of the
regression coefficient and the positive and negative
meaning of the correlation coefficient are the same.
The positive regression coefficient means that
y
increases with the increase of
x
, and the negative
regression coefficient means that y decreases with the
increase of
x
. According to the sample data, the
least square method is used to find the optimal
function by minimizing the sum of squares of the
error, and the regression coefficient is obtained.
3.3 Research Steps
The steps to perform regression analysis on the
factors affecting the cost of power transmission and
transformation projects are as follows:
1) Determine the independent variable
x
in the
regression equation, which is the influencing factor.
The dependent variable
y
is the cost level. Collect
sample data.
2) Estimate each parameter in the model under
certain statistical fitting criteria, and get the
regression equation.
3) Test the regression coefficients. Analyze the
results.
The SPSS software can be used for linear
regression analysis. Select the "Analysis"-
"Regression"-"Linear" command. Input the
independent variable and the dependent variable to
get the regression coefficient table. The non-standard
coefficients, standard coefficients, T statistics,
significance, and 95% confidence intervals of non-
standard coefficients are given in the table. Generally,
significance is less than 0.3, and
x
can be regarded
as having a significant effect on
y
.
3.4 Regression Model Construction
This paper selects 10 data samples of ZJ provincial
power company, and constructs the model based on
the actual cost of the project. The basic data of the
sample is shown in the following table 2:
BDEDM 2022 - The International Conference on Big Data Economy and Digital Management
158
Table 2: Sample basic data sheet.
project name
Filling woven bag Temporary water distribution ditch Geotextile covering
Dosage (m
3
) Cost (Yuan) Length (m) Cost (Yuan) Dosage (m
2
) Cost (Yuan)
project 1 300 32900 130 3050 120 1060
project 2 260 30600 150 3650 220 1562
project 3 250 31080 125 2825 350 2953
project 4 420 50060 260 6310 160 1080
project 5 120 10200 60 1300 180 1342
project 6 300 35120 180 5525 240 1849
project 7 200 26086 100 2600 450 3451
project 8 150 20950 86 1850 165 1285
project 9 280 36570 220 5200 145 1360
project 10 330 40240 315 8075 190 1420
Combining the basic principles of the model, the
construction of a one-element linear regression model
of water and soil conservation measures for
substation engineering is shown in the following
table:
Table 3: Cost calculation model for water and soil conservation measures.
Serial
number
Measure name Cost estimation model
1 Filling woven bags
2566.525.120 = xy
2 Temporary water distribution ditch
53.215163.26 = xy
3 Geotextile covering
014.57981.7 += xy
4 EMPIRICAL ANALYSIS
This paper takes a 500kV substation project in ZJ
Province as an example to conduct an empirical
analysis. Through the analysis of water and soil loss
during the construction of substations and line
projects, combined with the topography of the project
area, the investment in water and soil conservation of
the temporary protection project and the model
prediction are shown in the following table 4:
Table 4: Water and soil conservation investment estimates for temporary protection works of the project.
Serial number Project cost name Unit Quantity Cost (Yuan)
Model prediction
cost
(Yuan)
Model calculation
deviation rate
(Absolute value, %)
1
Filling woven bags
3 255 3060
0
30658.49 0.19%
2
Temporary water
distribution ditch
m 130 3250 3185.66 1.98%
3
Geotextile covering
2 175
0
1400
0
13651.689 2.49%
Total measure cost - - 4785
0
47495.839 0.74%
It can be seen from the above table that the
calculation deviation of the model is within 3%,
indicating that the calculation accuracy of the model
is high, and it can guide the reasonable cost control of
the environmental protection measures of the
substation project.
Research on the Method of Measuring and Calculating the Cost of Temporary Protection Engineering Measures for Water and Soil
Conservation in Substation
159
5 CONCLUSION
Based on the current situation of temporary
engineering measures for soil and water conservation
in substation engineering, this paper constructs a
measure cost measurement method based on linear
regression analysis, and analyzes the effectiveness of
the model in combination with actual engineering
cases. This method and model can provide support for
the reasonable calculation of the cost of water and soil
conservation measures for power grid companies and
the improvement of the level of project cost control.
ACKNOWLEDGMENTS
This study is supported by the Science and
technology project of State Grid Zhejiang Electric
Power Co., Ltd (B311JY21000C).
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