阅读说明：本技术 一种基于lid设施可应用于海绵城市的道路 (Road based on LID facility can be applied to sponge city ) 是由 应海峰 王玮 周正 李凯 严磊 张万辉 李伟 郝莲子 李心为 于 2020-12-04 设计创作，主要内容包括：本发明公开了一种基于LID设施可应用于海绵城市的道路,包括路面,路面上设置有人行道、车行道、中分带和绿化带,以及设置在人行道、车行道、中分带和绿化带上的雨水检查井；所述人行道上设置有人行道LID设施,所述的人行道LID设施包括设置在人行道表层的透水砖铺装层,以及设置在透水砖铺装层下侧的碎石盲沟,碎石盲沟内布置有透水排管；位于透水砖铺装层的两侧分别布置有路缘石基座；所述的中分带和绿化带设置有生物滞留设施,所述的生物滞留设施包括设置在中分带和绿化带两侧的路缘石基座,以及设置在路缘石基座内侧的种植土壤层,种植土壤层的上侧设置有用于蓄水的绿植；所述种植土壤层的下侧设置有透水排管；透水排管与雨水井连接。(The invention discloses a road based on LID facility and applicable to sponge city, comprising a road surface, wherein the road surface is provided with a sidewalk, a roadway, a median strip and a green strip, and a rainwater inspection well arranged on the sidewalk, the roadway, the median strip and the green strip; the sidewalk is provided with a sidewalk LID facility, the sidewalk LID facility comprises a water permeable brick pavement layer arranged on the surface layer of the sidewalk and a gravel blind ditch arranged on the lower side of the water permeable brick pavement layer, and water permeable calandria are arranged in the gravel blind ditch; the two sides of the permeable brick paving layer are respectively provided with a kerbstone base; the center belt and the green belt are provided with biological detention facilities, the biological detention facilities comprise kerbstone bases arranged at two sides of the center belt and the green belt and planting soil layers arranged at the inner sides of the kerbstone bases, and green plants for storing water are arranged at the upper sides of the planting soil layers; a water-permeable calandria is arranged on the lower side of the planting soil layer; the water-permeable calandria is connected with the catch basin.)

1. A road based on LID facilities and applicable to sponge cities comprises a road surface, wherein a sidewalk, a roadway, a median strip and a green strip are arranged on the road surface, and a rainwater inspection well is arranged on the sidewalk, the roadway, the median strip and the green strip; the method is characterized in that: the sidewalk is provided with a sidewalk LID facility, the sidewalk LID facility comprises a water permeable brick pavement layer arranged on the surface layer of the sidewalk and a macadam blind ditch arranged on the lower side of the water permeable brick pavement layer, a first perforated drain pipe is arranged in the macadam blind ditch, and the first perforated drain pipe is connected with the catch basin; the two sides of the permeable brick paving layer are respectively provided with a kerbstone base; the center belt and the green belt are provided with biological detention facilities, the biological detention facilities comprise kerbstone bases arranged at two sides of the center belt and the green belt and planting soil layers arranged at the inner sides of the kerbstone bases, and green plants for storing water are arranged at the upper sides of the planting soil layers; and a second perforated drain pipe is arranged on the lower side of the planting soil layer and is connected with the catch basin.

2. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: the lower side of the permeable brick paving layer is sequentially provided with a dry and hard cement mortar layer, a permeable cement concrete layer, a gravel layer and an impermeable membrane from top to bottom; the gravel blind ditch is arranged on the lower side of the anti-seepage film.

3. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: a sand filter layer is sequentially arranged on the lower side of the planting soil layer from top to bottom, a second perforated drain pipe is laid in the pebble layer, and an impermeable film is laid on the lower side of the pebble layer;

a plurality of water retaining weirs are arranged at intervals on the upper side of the sand filtering layer and positioned in the middle of the planting soil layer and the water storage layer; one side of the water retaining weir is provided with a pebble buffer zone.

4. A road for sponge cities based on LID facilities according to claim 2 or 3 wherein: the thickness of the permeable brick paving layer is 6CM, and the permeable brick paving layer is formed by paving permeable bricks with the specification of 20 × 10 × 6 CM;

the thickness of the dry and hard cement mortar layer is 3cm, and the dry and hard cement mortar layer is formed by paving dry and hard cement mortar with the specification of 1: 6;

the thickness of the permeable cement concrete layer is 15cm, permeable cement concrete is arranged on two sides of the sidewalk and below the kerbstone base, and the kerbstone base is suspended in the permeable cement concrete and is wrapped and fixed by the permeable cement concrete;

the thickness of the gravel layer or the pebble layer is 20cm to 30cm, the aperture of the gravel is 20cm to 30cm, and the porosity is 12%; slopes are arranged at the edges of the two sides of the crushed stone layer, and the slope rate is 1: 1; the height of the bottom mark of the pebble layer is equal to the height of the base layer of the roadway;

the anti-seepage membrane adopts two cloth-one membrane anti-seepage geomembranes, the specification is 600 g/square meter, the breaking strength is more than or equal to 8.0KN/m, the CBR bursting strength is more than or equal to 1.4KN, the net hydrostatic pressure resistance is 0.4Mpa, and the anti-seepage membrane meets the relevant specifications and standards;

the gravel blind ditch adopts a rectangular gravel blind ditch of 20cm multiplied by 20 cm;

the first perforated drain pipe is made of UPVC material, the pipe diameter is DN110, the aperture ratio is more than or equal to 2 percent, and the size of the orifice is 10 mm;

the perforated drain pipe II adopts DN150 perforated drain pipe with the pipe diameter DN150, the aperture ratio is more than or equal to 2 percent, and the orifice size is 10 mm; ring stiffness of 8KN/m or more²；

Water in the perforated drain pipe I and the perforated drain pipe II is connected into a rainwater well through a transverse pipe, and the gradient of the transverse pipe is consistent with that of a road cross slope;

the peripheries of the first perforated drain pipe and the second perforated drain pipe are wrapped with water permeable geotextile, and the specification of the water permeable geotextile is 200g per square meter.

5. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: the height of the water storage layer of the biological retention zone is 20 cm; the biological detention zone is provided with a pedestrian opening at the zebra crossing for pedestrians to pass through, and the upstream and downstream of the detention zone at the disconnection position are communicated through a pipeline; no biological retention belt is arranged at the bridge plane green belt;

the biological detention zone is provided with a pedestrian opening at the zebra crossing for pedestrians to pass through, and the upstream and downstream of the detention zone at the disconnection position are communicated through a pipeline; no biological retention belt is arranged at the bridge plane green belt;

seepage-proof membranes are arranged at the junctions between the bioretention belts and the sidewalks and the roadways and the roadbeds; when the pipeline is arranged on the bioretention belt, the outer sides of the pipeline are respectively provided with a permeable geotextile or an impermeable layer, and the periphery of the inspection well is respectively provided with an impermeable layer;

rainwater retention time of LID facilities in the road is not more than 24 hours;

the setting mode of biological detention area slope does: when the road gradient is less than or equal to 2 percent, the biological detention zone longitudinal gradient is the same as the road gradient; when the road gradient is more than 2% and less than 7%, a step-shaped rainwater bioretention belt is adopted; when the road gradient is more than or equal to 7 percent, no biological detention zone is arranged.

6. A road based on LID facilities applicable to sponge cities as claimed in claim 5, wherein: the height difference delta h1 between the top of the upstream partition wall in each stage and the lowest surface layer of the biological retention zone is 0.5m, and the height difference delta h2 between the top of the downstream partition wall in each stage and the lowest surface layer of the biological retention zone is 0.3 m.

7. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: the kerbstone base is provided with water inlet openings at intervals, and the intervals among the water inlet openings are equal, so that rainwater can uniformly enter the biological retention zone along the longitudinal slope of the road; a pebble area for energy dissipation is scattered and paved at the centralized inflow position of the water inlet gap;

when the distance between the water inlet openings is set, the overflow capacity of the water inlet openings is required to be ensured to be larger than the road drainage flow, and the distance calculation formula between the water inlet openings is as follows:

firstly, calculating according to a formula (1) to obtain a calculation formula of the bus time of the roadway, wherein the specific formula (1) is as follows:

wherein s is the surface roughness coefficient, and the asphalt pavement is 0.013; l is the length of the slope flow and the unit is m; i is the slope of the slope surface flow; f is catchment area, and area unit is km²；

WhereinL₁For road length, L₂Is the width of the roadway;i₁for a cross slope of the road, i₂Is a longitudinal slope of the road;

then, the runoff required to be drained by the traffic lane is calculated according to a formula (2), and the specific formula (2) is as follows:

Q＝16.67×ψ×q_p，t×F (2)；

wherein Q is the design runoff, and the unit of the runoff is m³/s；q_p，tIn order to design the average rainfall intensity in the recurrence period and the rainfall duration, the unit is mm/min; p is the recurrence period in years; psi is runoff coefficient, and the asphalt pavement is 9.0; f is catchment area in km²；

The distance between the water inlet openings, the confluence time and the road drainage runoff in the range can be calculated according to the formula (1) and the formula (2);

after the distance between the water inlet gaps is obtained through calculation, the formula (3) is used for carrying out countercheck to detect whether the distance between the water inlet gaps obtained through calculation is correct or not; the water-blocking belt of the kerbstone forms a front triangular form, and the drainage capacity of the single cross slope shallow triangular ditch is calculated by a modified Manning formula; the specific formula (3) is as follows:

in the formula, K is a correction coefficient, and the correction coefficient is 0.52; b is the width of the water inlet gap, and the unit is m; h is the water depth of the water passing section, namely the height of the water inlet opening, and the unit is m; the area of the water inlet gap is Bxh which is 0.5m multiplied by 0.1 m.

8. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: the rainwater well adopts an environment-friendly rainwater well, a cast iron well ring and a cast iron grate are arranged at the well mouth of the environment-friendly rainwater well, a sewage intercepting frame is arranged below the cast iron well ring and the cast iron grate, and a frame at the top of the sewage intercepting frame is detachably and fixedly connected with the road surface;

the inside that is located the rainwater well is provided with the little space part that is used for the big space part that dams and is used for the overflow, big space part and little space part between separate through setting up the sand-free concrete permeable wall in the middle of the two, when the runoff is less, the effectual storage rainwater in big space delays the emission of rainwater.

9. A road for sponge cities based on LID facilities according to claim 1 or 8, characterized in that: the interval of the rainwater wells needs to be obtained by calculating the drainage amount of the rainwater wells, the drainage amount of the rainwater wells is obtained by calculating a formula (4), and the specific formula (4) is as follows:

in the formula, W is the area of a water inlet hole of the rain grate; c is an orifice coefficient, a square hole is designed at the position, and the orifice coefficient is 0.6; h is the water depth on the rainwater grate, and the design is taken to be 0.02 m; k is an orifice plugging coefficient, and 2/3 is taken;

the area of a water inlet of a rainwater well of 380mm multiplied by 650mm is 0.124 square meter;

then the design flow of a single gutter inlet is as follows:

the rainwater drainage quantity of the rainwater inlet is 31L/s, and when the total area of a road is 14400 square meters, the rainwater inlet is arranged every 40 meters.

10. The road of claim 1, wherein the LID-based facility is applicable to a sponge city, and comprises: the storage volume of the road is calculated by the following formula, wherein the storage volume V is the cross section area of the storage facility multiplied by the length of the storage facility.

Technical Field

The invention relates to the technical field of sponge city construction, in particular to a road based on LID facilities and applicable to a sponge city.

Background

The sponge city is a city which can be like a sponge, has good elasticity in the aspects of adapting to environmental changes, coping with natural disasters and the like, absorbs water, stores water, seeps water and purifies water when raining, and releases and utilizes the stored water when needed. Sponge city construction should follow ecological priority's principle such as, combine together natural way and artificial measures, under the prerequisite of guaranteeing urban drainage prevention waterlogging safety, furthest realizes that rainwater stores up, permeates and purifies in the urban area, promotes the utilization of rainwater resource and ecological environment protection. In the sponge city construction process, the systematicness of natural precipitation, surface water and underground water is planned, water recycling links such as water supply and drainage are coordinated, and the complexity and the long-term property of the links are considered.

The traditional road drainage facility collects rainwater on the road surface into a rainwater pipeline through a rainwater port and discharges the rainwater into a river in a centralized manner. The collected rainwater is not utilized and treated in the mode, and the waste of resources is caused.

Disclosure of Invention

Aiming at the technical problem, the technical scheme provides a road which can be applied to a sponge city based on an LID facility, and the problem can be effectively solved.

The invention is realized by the following technical scheme:

a road based on LID facilities and applicable to sponge cities comprises a road surface, wherein a sidewalk, a roadway, a median strip and a green strip are arranged on the road surface, and a rainwater inspection well is arranged on the sidewalk, the roadway, the median strip and the green strip; the sidewalk is provided with a sidewalk LID facility, the sidewalk LID facility comprises a water permeable brick paving layer arranged on the surface layer of the sidewalk and a macadam blind ditch arranged on the lower side of the water permeable brick paving layer, a first perforated drain pipe is arranged in the macadam blind ditch, and the first perforated drain pipe is connected with a rainwater well; the two sides of the permeable brick paving layer are respectively provided with a kerbstone base; the center belt and the green belt are provided with biological retention facilities, the biological retention facilities comprise curb bases arranged on two sides of the center belt and the green belt and planting soil layers arranged on the inner sides of the curb bases, and green plants for storing water are arranged on the upper sides of the planting soil layers; and a second perforated drain pipe is arranged on the lower side of the planting soil layer and is connected with the catch basin.

Further, a dry and hard cement mortar layer, a permeable cement concrete layer, a gravel layer and an impermeable membrane are sequentially arranged on the lower side of the permeable brick paving layer from top to bottom; the gravel blind ditch is arranged on the lower side of the anti-seepage film.

Furthermore, the thickness of the permeable brick paving layer is 6CM, and the permeable brick paving layer is formed by paving permeable bricks with the specification of 20 x 10 x 6 CM;

the thickness of the dry and hard cement mortar layer is 3cm, and the dry and hard cement mortar layer is formed by paving dry and hard cement mortar with the specification of 1: 6;

the thickness of the permeable cement concrete layer is 15cm, permeable cement concrete is arranged on two sides of the sidewalk and below the kerbstone base, and the kerbstone base is suspended in the permeable cement concrete and is wrapped and fixed by the permeable cement concrete;

the thickness of the gravel layer is 20cm to 30cm, the aperture of the gravel is 20cm to 30cm, and the porosity is 12%; slopes are arranged at the edges of the two sides of the crushed stone layer, and the slope rate is 1: 1;

the gravel blind ditch adopts a rectangular gravel blind ditch of 20cm multiplied by 20 cm;

the first perforated drain pipe is made of UPVC material, the pipe diameter is DN110, the aperture ratio is more than or equal to 2 percent, and the size of the orifice is 10 mm;

water in the perforated drain pipe I is connected into the rainwater well through a transverse pipe, and the gradient of the transverse pipe is consistent with that of a road cross slope;

the periphery of the first perforated drain pipe is wrapped with water permeable geotextile, and the specification of the water permeable geotextile is 200g per square meter;

the anti-seepage membrane adopts two cloth one membrane anti-seepage geomembranes, the specification is 600 g/square meter, the breaking strength is more than or equal to 8.0KN/m, the CBR bursting strength is more than or equal to 1.4KN, the net hydrostatic pressure resistance is 0.4Mpa, and the anti-seepage membrane meets the relevant specifications and standards.

Furthermore, a sand filter layer is sequentially arranged on the lower side of the planting soil layer from top to bottom, a second perforated drain pipe is laid in the pebble layer, and an impermeable film is laid on the lower side of the pebble layer;

a plurality of water retaining weirs are arranged at intervals on the upper side of the sand filtering layer and positioned in the middle of the planting soil layer and the water storage layer; one side of the water retaining weir is provided with a pebble buffer zone.

The height of the water storage layer is 20 cm; wherein, the greening hybridization aims at meeting the growth conditions and the landscape requirements, and the plants select drought-resistant and waterlogging-resistant native soil plants with good pollutant removal effect as much as possible;

the thickness of the planting soil layer is 50 cm; the thickness of the sand filtering layer is 10 cm;

the thickness of the pebble layer is 20cm to 30cm, the aperture of the broken stone is 20cm to 30cm, and the porosity is 12%; the height of the bottom mark of the pebble layer is equal to the height of the base layer of the roadway;

the second perforated drain pipe adopts DN150 perforated drain pipe with the pipe diameter DN150, the aperture ratio is more than or equal to 2 percent, and the orifice size is 10 mm; ring stiffness of 8KN/m or more²；

Water in the perforated drain pipe II is connected into the rainwater well through a transverse pipe, and the gradient of the transverse pipe is consistent with that of a road cross slope;

the periphery of the second perforated drain pipe is wrapped with water permeable geotextile, and the specification of the water permeable geotextile is 200g per square meter;

the anti-seepage membrane adopts two cloth one membrane anti-seepage geomembranes, the specification is 600 g/square meter, the breaking strength is more than or equal to 8.0KN/m, the CBR bursting strength is more than or equal to 1.4KN, the net hydrostatic pressure resistance is 0.4Mpa, and the anti-seepage membrane meets the relevant specifications and standards.

Further, the arrangement mode of the biological retention belt is as follows: when the road gradient is less than or equal to 2 percent, the biological detention zone longitudinal gradient is the same as the road gradient; when the road gradient is more than 2% and less than 7%, a step-shaped rainwater bioretention belt is adopted; when the road gradient is more than or equal to 7 percent, no biological detention zone is arranged.

Furthermore, in the step-shaped rainwater biological retention belt, the height difference delta h1 between the top of the upstream partition wall in each stage and the lowest point of the surface layer is 0.5m, and the height difference delta h2 between the top of the downstream partition wall in each stage and the lowest point of the surface layer of the biological retention belt is 0.3 m.

Furthermore, a pedestrian opening is formed in the zebra crossing of the biological detention zone for pedestrians to pass through, and the upstream and downstream of the disconnection position of the detention zone are communicated through a pipeline; a biological retention belt is not arranged at the bridge plane green belt;

seepage-proof membranes are arranged at the junctions between the bioretention belts and the sidewalks and the roadways and the roadbeds; when the pipeline is arranged on the bioretention belt, the outer sides of the pipeline are respectively provided with a permeable geotextile or an impermeable layer, and the periphery of the inspection well is respectively provided with an impermeable layer;

rainwater retention time of LID facilities in the road is not more than 24 hours;

furthermore, water inlet openings are formed in the side wall of the curb stone base at intervals, and rainwater on the road is led into the biological retention zone; the intervals between the water inlet openings are equal, so that rainwater can uniformly enter the biological retention zone along the longitudinal slope of the road; a pebble area for energy dissipation is scattered and paved at the concentrated inflow position of the water inlet gap;

when the distance between the water inlet openings is set, the overflow capacity of the water inlet openings is required to be ensured to be larger than the road drainage flow, and the distance calculation formula between the water inlet openings is as follows:

firstly, calculating according to a formula (1) to obtain a calculation formula of the bus time of the roadway, wherein the specific formula (1) is as follows:

wherein s is the surface roughness coefficient, and the asphalt pavement is 0.013; l is the length of the slope flow and the unit is m; i is the slope of the slope surface flow; f is catchment area, and area unit is km²；

WhereinL₁For road length, L₂Is the width of the roadway; i₁for a cross slope of the road, i₂Is a longitudinal slope of the road;

then, the runoff required to be drained by the traffic lane is calculated according to a formula (2), and the specific formula (2) is as follows:

Q＝16.67×ψ×q_p，t×F (2)；

wherein Q is the unit of the design runoff volumeIs m³/s；q_p，tThe average rainfall intensity in mm/min within the recurrence period and the rainfall duration is designed; p is the recurrence period in years; psi is runoff coefficient, and the asphalt pavement is 9.0; f is catchment area in km²；

The distance between the water inlet openings, the confluence time and the road drainage runoff in the range can be calculated according to the formula (1) and the formula (2);

after the distance between the water inlet gaps is obtained through calculation, the formula (3) is used for carrying out countercheck to detect whether the distance between the water inlet gaps obtained through calculation is correct or not; the water-blocking belt of the kerbstone forms a front triangular form, and the drainage capacity of the single cross slope shallow triangular ditch is calculated by a corrected Manning formula; the specific formula (3) is as follows:

in the formula, K is a correction coefficient, and the correction coefficient is 0.52; b is the width of the water inlet gap, and the unit is m; h is the water depth of the water passing section, namely the height of the water inlet opening, and the unit is m; the area of the water inlet gap is Bxh which is 0.5m multiplied by 0.1 m.

Furthermore, the catch basin adopts an environment-friendly catch basin, a cast iron well ring and a cast iron grate are arranged at the wellhead of the environment-friendly catch basin, a dirt intercepting frame is arranged below the cast iron well ring and the cast iron grate, and a frame at the top of the dirt intercepting frame is detachably and fixedly connected with the road surface;

the inside that is located the rainwater well is provided with the little space part that is used for the big space part that dams and is used for the overflow, big space part and little space part between separate through setting up the no sand concrete permeable wall between the two, when runoff is less, the effectual storage rainwater in big space delays the emission of rainwater.

Further, the interval between the catch basins needs to be calculated by the drainage amount of the catch basin, the drainage amount of the catch basin is calculated by a formula (4), and the specific formula (4) is as follows:

in the formula, W is the area of a water inlet hole of the rain grate; c is an orifice coefficient, a square hole is designed at the position, and the orifice coefficient is 0.6; h is the water depth on the rainwater grate, and the design is taken to be 0.02 m; k is an orifice plugging coefficient, and 2/3 is taken;

the area of a water inlet of a rainwater well of 380mm multiplied by 650mm is 0.124 square meter;

then the design flow of a single gutter inlet is as follows:

the rainwater drainage quantity of the rainwater inlet is 31L/s, and when the total area of a road is 14400 square meters, the rainwater inlet is arranged every 40 meters.

Further, the storage volume of the road is calculated by the following formula, and the storage volume V is the cross-sectional area of the storage facility × the length of the storage facility.

(III) advantageous effects

Compared with the prior art, the LID-based facility applicable to the road in the sponge city has the following beneficial effects:

(1) according to the technical scheme, the biological retention facilities are arranged on the sidewalk LID facility, the middle sub-belt and the green belt which are arranged on the sidewalk, so that rainwater can be effectively absorbed, stored, seeped and purified when raining, water can be stored, and the stored water can be released and utilized when necessary; meets the technical requirements of sponge city construction.

(2) The sidewalk LID facility adopts the technical scheme that the sidewalk LID facility is arranged on the pavement layer on the surface layer of the sidewalk and the dry and hard cement mortar layer, the water-permeable cement concrete layer, the gravel layer, the anti-seepage film and the gravel blind ditch which are arranged on the lower side of the water-permeable brick pavement layer, the structure of the sidewalk LID facility is mainly used for reducing surface runoff and runoff pollution, and rainwater is collected and utilized as an auxiliary target to be arranged.

(3) This technical scheme is through the pavement LID facility that sets up on the pavement to and well zonation and greenbelt are provided with the biological facility that is detained, can effectively collect the rainfall in the road range, and carry out comprehensive utilization through the inside LID facility of landmass with the inside rainwater in this landmass, and the outer accessible rainwater pipe of arranging of the inside rainwater in landmass directly converges municipal rainwater system, need not to add drainage system in addition again, rational utilization resource, reduce cost.

(4) The rainwater well that this technical scheme adopted is environment-friendly rainwater well, is applicable to the rainwater collection that surpasss the design rainfall in the low influence development rainwater facility through environment-friendly rainwater well, has both satisfied traditional drainage system's functional requirement, can the ecological theory of effectual performance LID facility again.

(5) The environment-friendly catch basin adopted by the technical scheme is provided with the sewage interception frame, so that ground runoff pollutants and floaters can be effectively intercepted, and the pipeline blockage rate is reduced; this catch basin divides the setting in big or small two parts space for big space dams, and little space overflow is separated by middle no sand concrete permeable wall, and when the runoff was less, big space can effectual storage rainwater, delays the emission of rainwater, shows this characteristic of road "sponge" suddenly.

Drawings

FIG. 1 is a schematic view of the road drainage scheme of the present invention.

Fig. 2 is a schematic view of a road drainage system in the present embodiment.

Fig. 3 is a schematic diagram of the road catchment partition in the embodiment.

Fig. 4 is a main flow chart of the LID storm water system in the present embodiment.

FIG. 5 is a schematic plan view of the ecological retention zone in the present invention.

Fig. 6 is a schematic sectional view of fig. 5 taken along line 1-1.

Fig. 7 is a schematic cross-sectional view taken at 2-2 in fig. 5.

Fig. 8 is a schematic sectional view taken along line 3-3 of fig. 5.

Fig. 9 is a schematic view of a sidewalk LID installation of the present invention.

Fig. 10 is a schematic plan view of the rainwater well provided in the ecological retention zone in the present embodiment.

Fig. 11 is a schematic sectional view of fig. 10 taken along line 1-1.

Fig. 12 is a schematic view of the well base structure of fig. 10.

Fig. 13 is a structural view of a catch basin provided on a sidewalk and a roadway in the present embodiment.

The labels in the figures are: 1-common catch basin, 2-environment-friendly catch basin, 21-cast iron well ring, 22-cast iron grate, 23-sewage interception frame, 24-large space part, 25-small space part, 26-sand-free concrete permeable wall, 3-gravel blind ditch, 4-perforated drain pipe I, 5-perforated drain pipe II, 6-curb base, 61-water inlet opening, 7-sidewalk, 71-permeable brick paving layer, 72-dry hard cement mortar layer, 73-permeable cement concrete layer, 74-gravel layer, 75-gravel blind ditch, 8-biological retention zone, 81-water retaining weir, 82-pebble buffer zone, 83-water storage layer, 84-planting soil layer, 85-sand overflow layer, 86-pebble layer, 9-impermeable membrane, 10-horizontal pipe and 11-gutter inlet.

Detailed Description

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The described embodiments are only some embodiments of the invention, not all embodiments. Various modifications and improvements of the technical solutions of the present invention may be made by those skilled in the art without departing from the design concept of the present invention, and all of them should fall into the protection scope of the present invention.

Example 1:

as shown in fig. 1, a road based on LID facility applicable to sponge city comprises a road surface, a sidewalk, a roadway, a median strip and a green strip are arranged on the road surface, and a rainwater inspection well is arranged on the sidewalk, the roadway, the median strip and the green strip; and a sidewalk LID facility is arranged on the sidewalk, and the median zone and the green belt are provided with a biological retention facility.

The following describes in detail an embodiment of example 1 according to a specific certain geographical coordinate:

engineering site

In the middle of the Pingxiang city at five wavelets and towns, the north latitude 27.6 is located at the east longitude 113.8. The north is connected with the urban area of the Pingxiang county, the southeast is adjacent to the southern town of the Luxi county, the southwest is connected with the Mashan town of the east of the Hunan county, the north is tightly connected with the Anyuan town and the Danjiang street, and the town distance is 7 kilometers from the urban area of the Pingxiang county.

Five wavelike sections of the domestic road 319 are directly connected with the urban area and are important components in a five wavelike sponge small town road network, but the current situation of the road is only a two-way 4-lane secondary road, the roadbed width is 16m, and no non-motor vehicle lane, sidewalk or non-system loss exists.

The starting point of the road at the fifth wavelike segment G319 is at the west side of the planned Huayuan road, the end point is at the intersection of the east side of the bridge at the fifth wavelike segment and the 231-province road, the starting point of the design range is at the east side of the intersection of the current national road 319 and the long pond road, the end point is at the intersection of the east side of the bridge at the fifth wavelike segment and the 231-province road, the stake number at the starting point is K0+500, the stake number at the end point is K2+419.107, and the total length is 1.92 km.

II, partitioning sponge city catchment:

1. designing a catchment subarea:

319 national rainwater pipe network is divided into 4 systems, and rainwater is respectively collected and then is discharged into rainwater pipes of nearby river channels, downstream roads and intersecting roads nearby. A schematic view of a road drainage system is shown in figure 2;

the catchment zoning is carried out according to the boundary of the side zone, the road longitudinal slope high point and the intersected road, the 319 national road is divided into the catchment zoning according to the boundary of the side zone, the road longitudinal slope high point and the intersected road, and the 319 national road is divided into 6 catchment zoning. The road catchment zone diagram is shown in fig. 3.

2. And (3) analyzing and calculating the underlying surface and the runoff coefficient:

according to the divided drainage subareas and the underlying surface conditions of each subarea, the design storage volume of the drainage subareas is calculated by using a volume method of technical guidelines (trial) for sponge city construction, and the calculation is disclosed as follows:

V＝10HφF；

wherein V is the design storage volume, and the unit is m 3; h is designed rainfall capacity, and the unit is mm; phi is the comprehensive rainfall runoff coefficient, and weighted average calculation can be performed by referring to a table in technical guidelines for sponge city construction (trial implementation); f is catchment area in hm 2.

And the comprehensive runoff coefficient of the road is 0.52 through calculation.

Table 1 analysis and calculation summary of bedding surface under field

According to the technical requirements for the construction project of the sponge city pilot construction in Pingxiang city, the 319 national road common demand storage volume is not less than 547m 3.

Thirdly, a specific design scheme is as follows:

1. functional facility comparison

The road engineering LID system mainly comprises a biological retention facility, a sunken green land, a permeable paving, an ecological tree pool, a grass planting ditch, a water seepage blind ditch, a seepage pipe/canal and the like. Low-impact development facilities have conventionally had multiple functions of replenishing groundwater, collecting, storing and utilizing, reducing peak flow, purifying rainwater, and the like.

Table 2 list of low influence development facility selection for each part of urban road

Note: ● -preferred; very good-can choose; o-is not suitable for use.

The red line width of a main road section (from the Pingan major road to the south pit river section) of the national road 319 is 55 meters, and the cross section of the main road section consists of a 3m sidewalk +11m auxiliary road (machine-non-mixed running) +2.5m side sub-band +11.5m main road +2.5m middle sub-band +11.5m main road +2.5m side sub-band +7.5m auxiliary road (machine-non-mixed running) +3m sidewalk.

The LID system mainly considers the construction and utilization of facilities such as a biological retention zone, a permeable pavement, an ecological tree pool, an environment-friendly rain inlet, a water seepage blind ditch, a drainage U-shaped groove and the like.

By combining urban road and open space low-influence development rainwater facilities (15MR105) and related sponge urban construction cases, the slope green belt of the road engineering has steep gradient, and the design requirements of facilities such as sunken greenbelts, biological detention belts and the like are difficult to meet in the horizontal direction and the vertical direction, so the design of the sunken greenbelts and the biological detention belts is not considered; the clear height of ecological tree pond is not less than 1.5 meters, and the perforation collecting pipe buried depth is great, and inlet for stom water buried depth 1.2 meters, consequently is unfavorable for the discharge of tree pond infiltration rainwater, and sets up geotechnological cloth, will seriously influence the growth of plant roots, is unfavorable for the ecology to build and establishes. According to the road requirements, the motor vehicle lane should not be provided with pervious concrete (asphalt), so the motor vehicle lane should not be provided with a drainage U-shaped groove.

In conclusion, the road LID system mainly considers the construction and utilization of facilities such as a biological retention zone, a permeable pavement, permeable asphalt, an environment-friendly gutter inlet, an overflow gutter inlet, a gravel blind ditch and the like of a green belt.

2. Runoff flows to a tissue diagram, and the main flow of an LID rainwater system is shown in figure 4.

3. Design of bioretention bands:

1) planar arrangement

The red line width of five wavelength sections of the road in national road 319 is 55 meters, the width of the greening and medium bandwidth on two local sides is 2.5-3 meters, and the net width of the biological detention facility is 2-2.5 meters.

The schematic plan view of the ecological detention zone is shown in fig. 5, a pedestrian opening is arranged at the zebra crossing of the biological detention zone for pedestrians to pass through, and the upstream and downstream of the detention zone at the disconnection position are communicated through a pipeline; no biological retention belt is arranged at the bridge plane green belt;

seepage-proof membranes are arranged at the junctions between the bioretention belts and the sidewalks and the roadways and the roadbeds; when the pipeline is arranged on the bioretention belt, the outer sides of the pipeline are respectively provided with a permeable geotextile or an impermeable layer, and the periphery of the inspection well is respectively provided with an impermeable layer; the rainwater retention time of LID installations in the road does not exceed 24 hours.

The greening mating in all bioretention zones aims at meeting the growth conditions and landscape requirements. Meanwhile, the following requirements are met:

firstly, a pedestrian opening is arranged at the zebra crossing of the biological detention zone for pedestrians to pass through, and the upstream and downstream of the detention zone at the disconnection position are communicated through a pipeline; the biological retention belt is not arranged at the bridge plane green belt.

Secondly, the road rainwater is led into the biological detention zone by adopting a curb side wall hole opening mode, and a rainwater port is still required to be arranged according to actual conditions without a greening zone.

And thirdly, adopting anti-seepage measures at the junctions between the material retention facilities or the permeable pavements and the roadways and the roadbeds.

And fourthly, when other pipelines such as sewage and the like are arranged on the biological retention zone, all inspection wells need to adopt anti-seepage measures.

Fifthly, the retention time of rainwater of the road LID facilities is not more than 24 hours, and the plants select drought-resistant and waterlogging-resistant native plants with good pollutant removal effect as much as possible.

2) Longitudinal section arrangement

The section schematic diagram of the ecological detention zone is as shown in fig. 6-8, the bioretention facility comprises a kerb stone base arranged at two sides of the median zone and the green belt, and a planting soil layer arranged at the inner side of the kerb stone base, wherein green plants for storing water are arranged at the upper side of the planting soil layer; and a second perforated drain pipe is arranged on the lower side of the planting soil layer and is connected with a catch basin.

A sand filter layer is sequentially arranged on the lower side of the planting soil layer from top to bottom, a second perforated drain pipe is laid in the pebble layer, and an impermeable membrane is laid on the lower side of the pebble layer;

a plurality of water retaining weirs are arranged at intervals on the upper side of the sand filtering layer and positioned in the middle of the planting soil layer and the water storage layer; one side of the water retaining weir is provided with a pebble buffer zone.

The height of the water storage layer is 20 cm; wherein, the greening hybridization aims at meeting the growth conditions and the landscape requirements, and the plants select drought-resistant and waterlogging-resistant native soil plants with good pollutant removal effect as much as possible;

the thickness of the planting soil layer is 50 cm; the thickness of the sand filtering layer is 10 cm;

the thickness of the pebble layer is 20cm to 30cm, the aperture of the broken stone is 20cm to 30cm, and the porosity is 12%; the height of the bottom mark of the pebble layer is equal to the height of the base layer of the roadway;

the second perforated drain pipe adopts DN150 perforated drain pipe with the pipe diameter DN150,the aperture ratio is more than or equal to 2 percent, and the size of the orifice is 10 mm; ring stiffness of 8KN/m or more²；

Water in the perforated drain pipe II is connected into the rainwater well through a transverse pipe, and the gradient of the transverse pipe is consistent with that of a road cross slope;

the periphery of the second perforated drain pipe is wrapped with water permeable geotextile, and the specification of the water permeable geotextile is 200g per square meter;

the anti-seepage membrane adopts two cloth one membrane anti-seepage geomembranes, the specification is 600 g/square meter, the breaking strength is more than or equal to 8.0KN/m, the CBR bursting strength is more than or equal to 1.4KN, the net hydrostatic pressure resistance is 0.4Mpa, and the anti-seepage membrane meets the relevant specifications and standards.

The setting mode of the biological detention zone is as follows: when the road gradient is less than or equal to 2 percent, the biological detention zone longitudinal gradient is the same as the road gradient; when the road gradient is more than 2% and less than 7%, a step-shaped rainwater bioretention belt is adopted; when the road gradient is more than or equal to 7 percent, no biological detention zone is arranged.

The height difference delta h1 between the top of the upstream partition wall in each stage and the lowest surface layer of the biological retention zone is 0.5m, and the height difference delta h2 between the top of the downstream partition wall in each stage and the lowest surface layer of the biological retention zone is 0.3 m; the fall size is referenced in the table below, with no interpolated slope:

TABLE 3 stepped bioretention zones length per step

Road surface gradient i	Retention with slope i	Bioretention band length per step DeltaL (m)
			0.02	0.00	10
0.03	0.00	6.7
			0.04	0.00	5
0.05	0.01	5
			0.06	0.01	4
0.07	0.02	4

4. Design of water inlet opening of kerbstone

Water inlet openings are formed in the side wall of the kerbstone base at intervals, and rainwater on the road is led into the biological retention zone; the intervals between the water inlet openings are equal, so that rainwater can uniformly enter the biological retention belt along the longitudinal slope of the road; a pebble area for energy dissipation is scattered and paved at the centralized inflow position of the water inlet gap;

the engineering side green belt curb adopts an equidistant opening form, rainwater uniformly enters the bioretention belt facility along the longitudinal slope of the road as much as possible, and the concentrated inflow part is scattered and paved with pebbles for energy dissipation.

Firstly, calculating according to a formula (1) to obtain a calculation formula of the bus time of the roadway, wherein the specific formula (1) is as follows:

wherein s is the coefficient of the surface roughness,taking 0.013% of the asphalt pavement; l is the length of the slope flow and the unit is m; i is the slope of the slope surface flow; f is catchment area, and area unit is km²；

WhereinL₁For road length, L₂Is the width of the roadway; i₁is a road cross slope (0.02), i₂Is a longitudinal slope of the road;

then, the runoff required to be drained by the traffic lane is calculated according to a formula (2), and the specific formula (2) is as follows:

design recovery period P3 years

Q＝16.67×ψ×q_p，t×F (2)；

Wherein Q is the design runoff, and the unit of the runoff is m³/s；q_p，tThe average rainfall intensity in mm/min within the recurrence period and the rainfall duration is designed; p is the recurrence period in years; psi is runoff coefficient, and the asphalt pavement is 9.0; f is catchment area in km²；

The distance between the water inlet openings, the confluence time and the road drainage runoff in the range can be calculated according to the formula (1) and the formula (2);

designing a kerbstone opening every 15m of the road, and calculating that the convergence time in the range is 5.184 min; the road drainage runoff was 6.36L/s.

After the distance between the water inlet gaps is obtained through calculation, the formula (3) is used for carrying out countercheck to detect whether the distance between the water inlet gaps obtained through calculation is correct or not; the water-blocking belt of the kerbstone forms a front triangular form, and the drainage capacity of the single cross slope shallow triangular ditch is calculated by a corrected Manning formula; the specific formula (3) is as follows:

in the formula, K is a correction coefficient, and the correction coefficient is 0.52; b is the width of the water inlet gap, and the unit is m; h is the water depth of the water passing section, namely the height of the water inlet opening, and the unit is m; the area of the water inlet gap is Bxh which is 0.5m multiplied by 0.1 m.

Through calculation, the overflowing capacity of the water inlet notch is 14L/s and is larger than the road drainage flow, so that the rainwater notch arrangement meets the overflowing requirement.

5. The requirement of the bioretention belt on the later operation management and protection of facilities

The plant selection conditions of the bioretention zone are drought resistance, waterlogging resistance, rainwater purification and low maintenance, and the maintenance and daily maintenance after planting are needed to ensure the good operation of the bioretention zone.

Maintenance measures after planting:

1) after the plants are planted, the humidity of the soil is kept in order to prevent the growth of weeds, and the soil permeability reduction caused by soil hardening is avoided.

2) The ecological ditch is covered with a covering of about 5cm, and high-density materials such as pine trunks, wood chips and wood chips are preferably selected.

3) The rainwater is great, and the velocity of flow is very fast, erodes the ecological ditch bed end easily, puts into the interior border stone gap of intaking of ditch with a little stone or brick, can effectively reduce the runoff coefficient, prevents the erosion at the ecological ditch bed end.

4) Water was applied 1 time every 1d for the first few weeks and weeds were removed frequently until the plants were able to grow normally and form stable colonies.

5) Other maintenance measures:

firstly, after a plurality of rains or one strong rainfall, the covering layer of the ecological ditch and the vegetation are damaged, and if the covering layer is damaged, the vegetation is replaced in time. ② the sediment will accumulate on the surface, preventing rainwater infiltration, so the surface of the rainwater garden is cleaned regularly (once per week is recommended). Checking vegetation growth condition, preventing excessive propagation, regularly trimming the plants which grow too fast, and removing weeds which influence landscape effect. And fourthly, inspecting the plants to prevent plant diseases and insect pests. If the plant has evidence of pest damage, it should be removed in time to prevent infection by other species. Fifthly, according to the water demand condition of the plants, the plants are irrigated properly. Sixthly, cutting off dead plant branches and leaves in spring every year.

6. Sidewalk LID facility design

The sidewalk LID facility is paved by adopting a permeable pavement structure, and partial rainwater is collected and absorbed while the pedestrian traffic comfort is improved. In rainy days, a large amount of rainwater can be absorbed and stored, and a water source is provided for the growth of flowers, plants and trees on the two sides of the road; the water vapor can be released in fine days to moisten air, the temperature of the road surface is reduced, the urban heat island effect is reduced, and simultaneously, the pressure of municipal drainage pipelines can be reduced to a certain extent, and the flood fighting capacity of cities is improved.

And arranging 6cm of permeable bricks, 3cm of cement mortar, 15cm of permeable cement concrete and 30cm of graded broken stones under the sidewalk. And (3) arranging a blind ditch of 20cm multiplied by 20cm below the graded broken stone along the side line of the tree pool. Rainwater permeates through the water permeable bricks, is stored in the graded broken stones, is finally collected through the UPVC perforated pipes of the blind ditches and is discharged into a rainwater port.

As shown in fig. 9, the sidewalk LID facility comprises a permeable brick paving layer arranged on the surface layer of the sidewalk and a gravel blind ditch arranged on the lower side of the permeable brick paving layer, wherein a first perforated drain pipe is arranged in the gravel blind ditch and is connected with a rainwater well.

The lower side of the permeable brick paving layer is sequentially provided with a dry and hard cement mortar layer, a permeable cement concrete layer, a gravel layer and an impermeable membrane from top to bottom; the gravel blind ditch is arranged on the lower side of the anti-seepage film.

The thickness of the permeable brick paving layer is 6CM, and the permeable brick paving layer is formed by paving permeable bricks with the specification of 20 × 10 × 6 CM;

the thickness of the dry and hard cement mortar layer is 3cm, and the dry and hard cement mortar layer is formed by paving dry and hard cement mortar with the specification of 1: 6;

the thickness of the permeable cement concrete layer is 15cm, permeable cement concrete is arranged on two sides of the sidewalk and below the kerbstone base, and the kerbstone base is suspended in the permeable cement concrete and is wrapped and fixed by the permeable cement concrete;

the thickness of the gravel layer is 20cm to 30cm, the aperture of the gravel is 20cm to 30cm, and the porosity is 12%; slopes are arranged at the edges of the two sides of the crushed stone layer, and the slope rate is 1: 1;

the gravel blind ditch adopts a rectangular gravel blind ditch of 20cm multiplied by 20 cm;

the first perforated drain pipe is made of UPVC material, the pipe diameter is DN110, the aperture ratio is more than or equal to 2 percent, and the size of the orifice is 10 mm;

water in the perforated drain pipe I is connected into the rainwater well through a transverse pipe, and the gradient of the transverse pipe is consistent with that of a road cross slope;

the periphery of the first perforated drain pipe is wrapped with water permeable geotextile, and the specification of the water permeable geotextile is 200g per square meter;

the anti-seepage membrane adopts two cloth one membrane anti-seepage geomembranes, the specification is 600 g/square meter, the breaking strength is more than or equal to 8.0KN/m, the CBR bursting strength is more than or equal to 1.4KN, the net hydrostatic pressure resistance is 0.4Mpa, and the anti-seepage membrane meets the relevant specifications and standards.

This design adopts prevention of seepage geotechnological cloth, prevents to ooze the influence of rainwater to the road bed down, simultaneously, wraps the geotechnological cloth that permeates water outside the perforation drain pipe, prevents that gravel etc. from blockking up the drain pipe hole. The geotextile has a specification of 200 g/square meter.

7. Environment-friendly rainwater well design

The environment-friendly catch basin is suitable for collecting rainwater exceeding the designed rainfall in the low-impact rainwater development facility, and the rainwater inlet designed at this time can meet the functional requirements of the traditional drainage system and effectively exert the ecological idea of the LID facility.

The structure of the catch basin is shown in fig. 10-13, a cast iron well ring and a cast iron grate are arranged at the well mouth of the environment-friendly catch basin, a dirt intercepting frame is arranged below the cast iron well ring and the cast iron grate, and a frame at the top of the dirt intercepting frame is detachably and fixedly connected with the road surface;

the rainwater well is internally provided with a large space part for intercepting flow and a small space part for overflowing, the large space part and the small space part are separated by a sand-free concrete permeable wall arranged between the large space part and the small space part, and when the runoff is small, the large space effectively stores rainwater and delays the drainage of the rainwater; highlighting the property of road "sponge".

2) Rainwater well drainage amount calculation

The drainage quantity of the rainwater well is generally calculated by adopting a wellhead outflow formula or a weir flow formula, and considering the phenomena of partial blockage and the like of the rainwater well in actual use, the drainage quantity of the rainwater well is calculated by adopting a formula (4), and the specific formula (4) is as follows:

in the formula, W is the area of a water inlet hole of the rain grate; c is an orifice coefficient, a square hole is designed at the position, and the orifice coefficient is 0.6; h is the water depth on the rainwater grate, and the design is taken to be 0.02 m; k is an orifice plugging coefficient, and 2/3 is taken;

the area of a water inlet of a rainwater well of 380mm multiplied by 650mm is 0.124 square meter;

then the design flow of a single gutter inlet is as follows:

the rainwater drainage quantity of the rainwater inlet is 31L/s, and when the total area of a road is 14400 square meters, the rainwater inlet is arranged every 40 meters.

8. Storage volume calculation

319 national road regulation volume mainly includes the bioretention area, and the regulation volume mainly divides two parts, and partly is pebble bed retaining volume and rectangle rubble french drain, and partly is bioretention area retaining volume:

regulating volume V is equal to regulating facility cross section area x regulating facility length

V＝(0.34+0.51x12％)x3300m＝2409m³Greater than 547 cubic meters. Meets the requirement of the sponge design.

9. Sponge facility maintenance management

1) Repairing or replacing the permeable pavement surface layer in time when the permeable pavement surface layer is damaged;

2) when uneven settlement occurs, local leveling is needed;

3) when the infiltration capacity is greatly reduced, methods such as flushing, negative pressure suction and the like are adopted to clean in time.

4) The plant selection conditions of the greening detention zone are drought resistance, waterlogging resistance, rainwater purification and low maintenance, and in order to ensure good operation, maintenance and daily maintenance after planting are required.