CN110777729A

CN110777729A - Fort type hydraulic engineering

Info

Publication number: CN110777729A
Application number: CN201911027479.7A
Authority: CN
Inventors: 周跃平; 周文珺; 周星果
Original assignee: Individual
Current assignee: Individual
Priority date: 2019-10-19
Filing date: 2019-10-19
Publication date: 2020-02-11

Abstract

A fort type hydraulic engineering comprises a water conservancy feeding and draining facility, an electric power facility, a communication facility, a traffic facility and a fort integrated dike, wherein the fort integrated dike comprises a trapezoidal slope dike, a soil and stone mixed pile and fort houses, the trapezoidal slope dike comprises the soil and stone mixed pile, and 3 or more than 3 fort houses are distributed in the soil and stone mixed pile of the trapezoidal slope dike in a row; the trapezoidal slope dike comprises a slope, a slope top and a slope bottom; the fort house comprises a logistics tunnel and a room, and the room is communicated with the logistics tunnel; trapezoidal sloping embankment and every the fort house including the entrance to a cave between the commodity circulation tunnel, the entrance to a cave distributes on the slope. The fort houses are integrated in the fort integrated embankment in an array mode, service life is prolonged, flood and drought resistance cost is effectively reduced, and the anti-disaster capacity is improved and the utilization efficiency of the public resources is improved due to the combination of the public resources.

Description

Fort type hydraulic engineering

Technical Field

The invention relates to fort type hydraulic engineering for life and property safety.

Technical Field

Hydraulic resources are important resources for the public manufacturing industry and the life activities of vast animals and plants, and flood and drought often endanger the safety of life and property; people improve the safety of life and property through a plurality of schemes, including reservoirs, canals, dikes and fortunes, for example, the three gorges dam has stronger comprehensive disaster resistance in flood and drought; although the existing hydraulic facilities comprise reservoirs and canals, the reservoirs, canals, rivers and lakes in some areas are difficult to prevent the damage of larger flood disasters or drought disasters due to the high construction cost of reservoir dikes, canal dikes, river dikes and lake dikes; in addition, some raised urban walls in cities and towns are similar to dams, water conservancy facilities such as rivers and the like are often arranged on the periphery of the walls in parallel, the urban walls mainly protect property and life safety of people in cities, the upright raised urban walls are inconvenient for people to come and go inside and outside the cities, the construction cost of the urban walls is high, the water conservancy facilities such as rivers, lakes and the like on the periphery of the urban walls cannot prevent great flood or drought sometimes, and the utilization rate of the urban walls and urban construction resources is reduced; although the existing residential districts are provided with certain facilities such as water conservancy facilities, underground garage buildings and the like, the scale and the capacity of the water conservancy facilities in residential districts, industrial districts, school districts and the like are very small, a large amount of resources are gathered in the residential districts, great flood disasters or drought disasters cannot be prevented, and the utilization rate of the resources is reduced.

The invention provides a fort type hydraulic engineering with low cost for effectively protecting life and property safety.

Technical content

The invention is realized in this way, and comprises a water conservancy supply and drainage facility, an electric power facility, a communication facility and a traffic facility, and is characterized by comprising a fort integrated embankment, wherein the fort integrated embankment comprises a trapezoidal slope embankment, a soil and stone mixed pile and fort houses, the trapezoidal slope embankment comprises the soil and stone mixed pile, and 3 or more than 3 fort houses are distributed in the soil and stone mixed pile of the trapezoidal slope embankment in a row; the trapezoidal slope dike comprises a slope, a slope top and a slope bottom; the fort house comprises a logistics tunnel and a room, and the room is communicated with the logistics tunnel; trapezoidal sloping embankment and every the fort house including the entrance to a cave between the commodity circulation tunnel, the entrance to a cave distributes on the slope.

The water conservancy water supply and drainage facility comprises a sewage pipe and a purified water pipe; the sewage pipe is assembled at the bottom of the fort integrated embankment and is connected with the fort house, and the clear water pipe is connected with the fort house; the transportation facility comprises a material flow passage, and the material flow passage is communicated with the material flow passage through the hole.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the trapezoid slope embankment at the section at least comprises 3 holes, and the slope at the position of any 1 hole is higher than the object flow channel at the position of the hole.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the trapezoidal sloping embankment at the section respectively comprise the slopes, and the length of the trapezoidal sloping embankment at the section between the adjacent 2 holes is less than 500 meters.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the trapezoidal slope embankment at the section respectively comprise the slopes, at least 2 sets of the fortress houses are positioned between the slopes at the two sides of the trapezoidal slope embankment at the section, in any vertical direction section of the slope top between the slopes comprising the slopes at the two sides of the trapezoidal slope embankment at the section and the slopes at the two sides, the slopes at the two sides respectively have 1 highest point and 1 lowest point in the section, and the connecting line of the highest points of the slopes at the two sides in the section is higher than the connecting line of the lowest points of the slopes at the two sides in the section.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the section of the trapezoidal slope embankment respectively comprise the slopes, at least 3 sets of the fort houses are arranged between the slopes on the two sides of the section of the trapezoidal slope embankment in a row, the material flow channels are respectively distributed on the two sides of the section of the trapezoidal slope embankment in parallel, and the material flow channels of the fort houses in the section of the trapezoidal slope embankment are communicated with the slopes on the two sides of the section of the trapezoidal slope embankment through the holes and are connected with the material flow channels on the two sides; the two sides of the trapezoidal slope embankment between any adjacent 2 physical distribution tunnels respectively comprise the slopes; in any vertical direction section containing the slopes on the two sides, the slope tops between the slopes on the two sides and 1 logistics tunnel, the width of the section between the slopes on the two sides above any 1 logistics tunnel is less than 60 meters, and the building height between the slopes on the two sides above any 1 logistics tunnel in the section is less than 15 meters.

The fort integrated embankment adopts the trapezoidal slope embankment and the slope structure thereof, and the slope belongs to a slope surface of the fort integrated embankment which is stepped over by people or animals; each set of fort house is provided with pedestrians, and the logistics tunnel and the hole for logistics to enter and exit the set of fort house; the thing runner the commodity circulation tunnel is the daily business turn over of pedestrian or vehicle the passageway of fort house, the commodity circulation tunnel is convenient for again the fort house ventilates.

The water conservancy is given row facility and is convenient for control rivers, the water purification pipe, the sewage pipe, the electric power facility, the communication facility, the traffic facilities, the slope is convenient for people's activity.

The sewage pipe is assembled at the bottom of each set of the fort house to effectively discharge sewage, and the sewage pipe is assembled at the bottom of the fort integrated embankment to facilitate the discharge of the sewage; the inside primary structure of the fort integrated dike is living and unit activity facilities for vast families, and families and units can often produce a large amount of sewage which needs to be collected and treated before being discharged into the environment, so that the sewage pipe is assembled at the bottom of the fort integrated dike.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the trapezoidal slope embankment at the section at least comprises 3 holes, and the slope at the position of any 1 hole is higher than the object flow channel at the position of the hole; thus effectively preventing water flow on the object flow channel from entering the fort house through the hole; due to the fact that the purpose of the fort house is different, and the terrain of the fort integration embankment is different, the technical scheme does not limit the object flow channel on the special zones, wherein the slope of the fort integration embankment is lower than that of other parts.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the section of the trapezoidal sloping embankment respectively comprise the slopes, and the length of the section of the trapezoidal sloping embankment between 2 adjacent holes is less than 500 meters; in places with high population density and rich rainfall, the fort integrated embankment is densely provided with a plurality of sets of the fort houses; in places with low population density and rich rainfall, a plurality of sets of fortress houses are integrally arranged at larger intervals of the fortress integration embankments; the linear distribution density of the fort houses in the fort integrated embankment needs to be determined according to local specific conditions.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the section of the trapezoidal slope bank respectively comprise the slopes, at least 2 sets of the fortress houses are positioned between the slopes on the two sides of the section of the trapezoidal slope bank, in any vertical direction section comprising the slopes on the two sides of the section of the trapezoidal slope bank and the slope tops between the slopes on the two sides, the slopes on the two sides respectively have 1 highest point and 1 lowest point in the section, and the connecting line of the highest points of the slopes on the two sides in the section is higher than the connecting line of the lowest points of the slopes on the two sides in the section; namely, the trapezoidal sloping bank of the section is continuously higher than the ground at two sides, so that rainwater resources can be effectively collected and controlled, and the flow direction of water flow can be effectively controlled; due to the complex terrain in some places, the technical scheme does not limit the other sections of the trapezoidal slope dike of the fort integration dike to be lower than the ground on one side.

The two sides of the trapezoidal slope embankment at the middle section of the fort integrated embankment comprise the slopes so that people and animals can conveniently climb over the fort integrated embankment; according to the technical scheme, other local sections of the array of the bastion integrated embankment are not limited, only one side of the trapezoidal slope embankment comprises the slope, one section of the array of the bastion integrated embankment is not limited, and the other side of the trapezoidal slope embankment is higher than the other section of the trapezoidal slope embankment.

The fortress integrated embankment at least comprises the following trapezoidal slope embankment sections: the two sides of the section of the trapezoidal slope embankment respectively comprise the slopes, at least 3 sets of the fort houses are arranged between the slopes on the two sides of the section of the trapezoidal slope embankment in a row, the material flow channels are respectively distributed on the two sides of the section of the trapezoidal slope embankment in parallel, and the material flow channels of the fort houses in the section of the trapezoidal slope embankment are communicated with the slopes on the two sides of the section of the trapezoidal slope embankment through the holes and are connected with the material flow channels on the two sides; the two sides of the trapezoidal slope embankment between any adjacent 2 physical distribution tunnels respectively comprise the slopes; in any vertical direction section comprising the slopes on the two sides, the slope tops between the slopes on the two sides and 1 physical distribution tunnel, the width of the section between the slopes on the two sides above any 1 physical distribution tunnel is less than 60 meters, and the building height between the slopes on the two sides above any 1 physical distribution tunnel in the section is less than 15 meters; the logistics tunnel of the fort house in the section of the trapezoidal slope embankment is communicated with the slopes on the two sides of the section of the trapezoidal slope embankment through the hole and is connected with the logistics tunnel distributed on the two sides, so that the convenience is brought to activities of residents; the cross section width of one section of the trapezoidal slope embankment above any 1 of the logistics tunnels between two sides of the slope is smaller than 60 meters so as to reduce the construction cost of the fort embankment, the rainfall amount of each place is different, the altitude positions are different, the construction scale of water conservancy facilities is different, the scale of soil and stone mixed piles on the trapezoidal slope embankment is different, and the cross section width is also different, and the technical scheme does not limit the cross section width of other sections of the trapezoidal slope embankment above any 1 of the logistics tunnels between two sides of the slope to be larger than 60 meters; the middle section of the fort integrated embankment is in 1 the two sides above the logistics tunnel the building height between the slopes is less than 15 meters, so as to reduce the construction cost of the fort integrated embankment, and the technical scheme does not limit other sections of the fort integrated embankment, and the building height of the trapezoidal slope embankment is higher than 15 meters.

The trapezoidal slope embankment structure of the fort integrated embankment and the slopes on the two sides effectively enhance the strength of the fort house; the fort house often adopts reinforced concrete structure, the reinforced concrete structure in fort house has strengthened the reliability of the integrated dyke of fort again, trapezoidal slope dyke reaches the soil and stone is mixed to be piled and has slowed down wind and rain erosion fort house, and the water conservancy is given row's facility and has the function of taking precautions against the flood disaster again and allotment water resources.

Safe and reliable and convenient to use the sale of fort house has reduced again by a wide margin the construction cost of fort integrated dyke, water conservancy plumbing installation, the property management cost of fort house has reduced the maintenance and the administrative cost of fort integrated dyke.

The fortress is characterized in that the fortress integrated embankment at least comprises the following 1 set of fortress houses: the fort house is higher than the object flow channel at the position of the hole communicated with the fort house.

At least 1 set of the fort houses is higher than the object flow channel at the hole communicated with the fort houses, so that the phenomenon that water flow enters the fort houses to damage objects is effectively avoided, and the object flow channel at the hole communicated with the fort houses is preferentially adopted in the fort integrated embankment, so that the construction cost is reduced; the technical scheme does not limit other fortress houses to be lower than the slope bottom of the slope below the hole communicated with the other fortress houses.

The building is characterized in that the fort house comprises a stair and a courtyard, and the courtyard is communicated with the slope top through the stair; the water conservancy is given and is arranged the facility and is included the ponding drainage spillway of courtyard.

The courtyard is communicated with the slope top, and the courtyard is convenient for the ventilation or daylighting of fort house.

The water accumulation type building block is characterized in that the accumulated water drainage channel is assembled between the fort integration embankment and the bottom of the fort house.

The fort integrated dike and the bottom of the fort house are effectively discharged with the accumulated water drainage channel from the rainwater falling from the patio.

The water conservancy is supplied and arranged the facility and is included the artificial river course, originally in some or all soil and stones of the said artificial river course are transferred to mix and pile of said soil and stone.

The integrated dyke of fort needs a large amount of soil stone, the excavation of artifical river course can provide a large amount of soil stone again, artifical river course is concave to inlay subaerial, artifical river course is convenient for collect the rainwater, allocate water conservancy resource and resist drought and flood, like this, will effectively reduce on the one hand the integrated dyke of fort the construction cost of artifical river course.

The water conservancy feeding and discharging facility is characterized by comprising an artificial lake, wherein part or all of soil and stones originally in the artificial lake are transferred into the soil and stone mixed pile.

The artificial lake can be used for storing and allocating hydraulic resources and can also be used for flood control and drought resistance; the artificial lake is concavely embedded on the ground, the storage capacity of water resources is increased by the artificial lake, so that the fortress is effectively reduced, and the construction cost of the fortress is reduced, and the safety of the fortress and the fortress house is further improved.

The artificial highway is characterized by comprising an artificial highway, wherein the artificial highway is lower than the ground at two sides of the artificial highway, and part or all of soil and stones originally positioned on the artificial highway are transferred into the soil and stone mixed pile.

Therefore, the construction cost of the fort integrated embankment and the artificial road is effectively reduced, materials required by units and residents in the fort integrated embankment are conveyed through the artificial road, the artificial road is concavely embedded on the ground, the artificial road can be used as a prepared flood control channel, and the safety of the fort integrated embankment and the fort house is further improved; not all roads are below the ground on both sides.

It is characterized by comprising a river channel gate.

The river sluice controls the flow direction and flow rate of water flow to allocate water resources.

Because the integrated dyke of fort is built-in to have numerous the fort house has reduced by a wide margin the integrated dyke of fort artificial river channel artificial lake the construction cost of artificial highway, the integrated dyke of fort artificial river channel artificial highway can crisscross each other constitute hydraulic engineering fort net, the integrated dyke of fort artificial river channel artificial lake artificial highway can be along with topography and height above a sea level structure and distribute, can collect and allocate hydraulic resources more effectively, improve the security.

The artificial river channel and the artificial lake are used for storing hydraulic resources, water resources can be allocated to a required place through the river channel gate and the artificial river channel, and the hydraulic resources stored in the artificial river channel or the artificial lake support the development of agriculture, forestry, fishery, animal husbandry, industry and hydraulic energy; the fort integrated dike provides a safe place for production, resident residence and material storage of vast units, and the fort integrated dike and the fort house around the artificial river channel, the artificial lake or the artificial highway which are concavely embedded on the ground are safer; the artificial riverway, the artificial lake and the artificial road have flood fighting capabilities of different levels respectively, so that agricultural production, industrial production and safe propagation of vast animals and plants are powerfully guaranteed; the sales of fortress houses in the fortress integrated embankment also reduces the construction cost of the fortress integrated embankment, the artificial river channel, the artificial lake and the artificial road; the scheme integrates a plurality of facilities such as water conservancy, electric power, communication, traffic, houses and the like, can continuously and stably ensure the safety of life and property, effectively improves the utilization rate of resources, and supports the continuous and stable development of the industries such as agriculture, fishery, water conservancy, electric power, communication, traffic, building, real estate, building materials and the like.

The present invention is further illustrated by the following examples.

Brief description of the drawings and detailed description

Fig. 1 relates to one of the embodiments of the present invention.

Fig. 2 relates to embodiment two of the present invention.

Figure 3 is a longitudinal partial sectional view of the castellation integrated bank of the second embodiment.

1. A fortress integrated dike; 1a, forming a cross section above an opening of the fort integration embankment; 101. a fortress house; 101a, a courtyard; 101b, stairs; 101c, a window frame; 101d, room; 101e, reinforced concrete; 101f, a door frame; 101g, a logistics tunnel; 102. a vehicle tunnel; 103. mixing and piling soil and stones; 104. a trapezoidal sloping embankment; 104a, a slope; 104c, a top of a slope; 104d, a slope bottom; 105. a hole; 2. water conservancy is supplied and arranged the facility; 201. a water purifying pipe; 202. a sewage pipe; 202a, sewage branch pipe; 203. an irrigation pipe; 204. a spillway; 205. artificial river channels; 206. a water accumulation drainage channel; 207. an artificial lake; 3. river channel gates; 5. a transportation facility; 501. an artificial road; 502. an object flow channel; 503. a bridge; 504. a manual wharf; 505. a drainage channel; 506. a guardrail; 6. field; 7; a flow of water; 801. an electrical facility; 801a, a solar device; 802. a communication facility; 803. a gas pipeline; 9. a ground surface; 901. and (5) earth and stone.

The embodiment in fig. 1 belongs to a comprehensive fort type hydraulic engineering.

The embodiment I comprises 5 rows of the castellation integrated dikes 1, a water conservancy feeding and discharging facility 2, a river channel gate 3, a traffic facility 5, an electric power facility 801, a communication facility 802 and a gas pipeline 803 to form a water conservancy project castellation network, wherein the 5 rows of the castellation integrated dikes 1 are staggered with one another to form an array; figure 1 relates to a part of the hydraulic engineering fort net.

The water conservancy water supply and drainage facility 2 comprises a purified water pipe 201, a sewage pipe 202, an irrigation pipeline 203, a flood discharge channel 204, an artificial river 205, an accumulated water drainage channel 206 and an artificial lake 207; the transportation facility 5 comprises an artificial road 501, a logistics channel 502, a bridge 503, an artificial wharf 504 and a guardrail 506.

Each row of the fortress integrated embankment 1 comprises fortress houses 101, a vehicle channel 102, a soil-rock mixed pile 103, a trapezoidal slope embankment 104 and a hole 105, wherein the trapezoidal slope embankment 104 comprises the soil-rock mixed pile 103, and more than 3 sets of the fortress houses 101 are arranged on each row of the fortress integrated embankment 1 and distributed in the soil-rock mixed pile 103 of the trapezoidal slope embankment 104 of the same row of the fortress integrated embankment 1 in a row; wherein, the bastion integrated dikes 1 are respectively formed by connecting a plurality of sections of trapezoidal slope dikes 104; the trapezoidal slope embankment 104 comprises a slope 104a, a slope top 104c and a slope bottom 104 d; the trapezoidal slope embankment 104 and the two side slopes 104a protrude from the ground surfaces of the two sides, and the trapezoidal slope embankment 104 and the two side slopes 104a facilitate people and animals to climb over the fort integrated embankment 1 from various positions; the fort house 101 comprises a patio 101a, a window frame 101c, a room 101d, reinforced concrete 101e, a door frame 101f and a logistics tunnel 101g, wherein the window frame 101c is communicated with the logistics tunnel 101g, and the door frame 101f is communicated with the logistics tunnel 101 g; the logistics tunnel 101g is communicated with a slope 104a, the patio 101a is communicated with a slope top 104c, and the patio 101a facilitates ventilation and lighting of the bastion house 101; the logistics tunnel 101 penetrates through the trapezoidal slope embankment 104, the logistics tunnel 101 is connected with the logistics channel 502 beside the slope bottom 104d, and the logistics tunnel 101 is communicated with the slopes 104a on the two sides of the trapezoidal slope embankment 104, so that people and materials can conveniently enter and exit the fort house 101, and ventilation of the fort house 101 is facilitated; the hole 105 and the object flow passage 502 of the fort house 101 are both positioned at the bottom of the slope 104a at the same side of the fort integration embankment 1, and the ground of all the rooms 101d in the fort house 101 is higher than the object flow passage 502 below the hole 105 communicated with the object flow passage 101g at the two sides of the fort house 101; the building height between the two side slopes 104a above the material flow tunnel 101g of the same row of the castellation integrated embankment 1 in the section 1a is less than 15 m; the width between the two side slopes 104a above the material flow channel 101g of the same row of the castellation integrated embankment 1 in the section 1a is less than 60 meters.

In the first embodiment, the slope 104a of any one of the row of the castellations 1 is higher than the slope base 104d at the same position of the row of the castellations, both sides of any one section of the trapezoidal slope 104 in the castellations 1 respectively comprise the slope 104a, and in any section of any one section of the trapezoidal slope 104 comprising two side slopes 104a, the connecting line of the highest point of the two side slopes 104a in the section is higher than the connecting line of the lowest points of the two side slopes in the section, so as to effectively collect and control rainwater; on the same section of the trapezoidal slope embankment 104, the length of the trapezoidal slope embankment 104 between 2 adjacent material flow channels 101g is far less than 500 meters, the vehicle channel 102 exists at the position of the 2-row fort integrated embankment 1 in a cross shape, and the length of the trapezoidal slope embankment 104 between the 2 adjacent material flow channels 101g is larger.

The power facility 801 includes a solar device 801a, and the solar device 801a is mounted on the fort integration bank 1.

The soil-rock mixed pile 103 is formed by transferring and stacking soil and rocks originally in an artificial river channel 205, an artificial lake 207 and an artificial road 501, wherein the artificial river channel 205, the artificial lake 207 and the artificial road 501 are concavely embedded on the ground; the water purifying pipe 201 is connected with the fort house 101; the bottom of the fort integrated embankment 1 is provided with a sewage pipe 202, and the sewage pipe 202 is connected with the fort house 101 and is convenient for collecting, discharging and treating sewage; and the fort integrated embankment 1 and the bottom of the fort house 101 are provided with a water accumulation drainage channel 206.

The patio 101a, the logistics tunnel 101g, the vehicle channel 102, the slope 104a, the clean water pipe 201, the sewage pipe 202, the electric power facility 801, the communication facility 802, the gas pipeline 803, the artificial river 205, the artificial road 501, the logistics channel 502, the bridge 503 and the artificial wharf 504 provide convenience for life and work of people.

In the embodiment, soil and stones originally in the artificial river channel 205, the artificial lake 207 and the artificial road 501 are transferred and piled on the fortress integrated embankment 1, the slope bottom 104d is not the river bottom of the artificial river channel 205, the lake bottom of the artificial lake 207 and the road surface of the artificial road 501, the slope bottom 104d is a connecting line between the object flow channel 502 and the slope 104a, and the slope 104a does not include a side slope formed after the soil and stones are removed from the artificial river channel 205, the artificial lake 207 and the artificial road 501; the artificial river channel 205, the artificial lake 207 and the artificial road 501 are concavely embedded on the ground, on one hand, the artificial river channel 205, the artificial lake 207 and the artificial road 501 provide a large amount of soil and stones, on the other hand, the fort integration embankment 1 needs a large amount of soil and stones, so that the construction cost of the fort integration embankment 1, the artificial river channel 205, the artificial lake 207 and the artificial road 501 is reduced, the water storage capacity, the hydraulic resource allocation capacity and the flood prevention capacity are improved, as a plurality of fort houses 101 are arranged in the fort integration embankment 1, the fort houses 101 are higher than the material flow 502, the material flow 502 is higher than the nearby artificial river channel 205, the artificial lake 207 or the artificial road 501, the fort houses 101 are safe and reliable, the traffic is convenient, the hydraulic resources can optimize the fort integration embankment 1 and the surrounding environment, the soil and stone mixed pile 103 on the fort integration embankment 1 effectively protects the fort, the life and property in the fort house 101 has high safety in a plurality of severe climates, the fort house 101 is suitable for vast units and families, and the fort house 101 can be sold to vast residents and units, so that the construction cost of the fort integrated embankment 1, the artificial river 205, the artificial lake 207 and the artificial road 501 is greatly reduced; the reinforced concrete 101e structure of the fort house 101 increases the strength of the fort integrated embankment 1, and the fort houses 101 distributed in a row also effectively prevent water and soil on the soil-rock mixed pile 103 from losing; the daily property management cost of the vast residents is also effectively prolonged, and the service life of the fort integrated embankment 1 is prolonged.

The artificial river channel 205 and the artificial road 501 which are concavely embedded on the ground can effectively collect rainwater, and when rainfall is heavy, the irrigation pipeline 203, the artificial river channel 205, the artificial lake 207 and the river channel gate 3 can allocate the rainwater to areas with water shortage, so that the development of agriculture, forestry, fishery, animal husbandry, industry and hydraulic energy is supported. When a flood disaster occurs, the flood is allocated to a water-deficient area or river through the flood discharge passage 204, the artificial river channel 205, the artificial lake 207, the river channel gate 3 and the artificial road 501; the artificial highway 501 concavely embedded in the ground is a prepared flood-control channel, so that lives and properties in the fortress house 101 and in vast cities and countryside are effectively guaranteed; before the artificial road 501 is flooded, vehicles and the like can be prevented from entering the artificial road 501 by the guard rails 506 and the like.

Fig. 2 and 3 relate to a second embodiment of the present invention.

Fig. 2 and 3 are sectional views of the structure of the castellation integrated bank 1, fig. 2 is a transverse sectional view of the castellation integrated bank 1, and fig. 3 is a longitudinal partial sectional view of the structure of the castellation integrated bank 1.

The second embodiment comprises a 1-row fort integrated embankment 1, a water supply and drainage facility 2, a traffic facility 5, an electric power facility 801, a communication facility 802 and a gas pipeline 803.

The water conservancy water supply and drainage facility 2 comprises a purified water pipe 201, a sewage pipe 202, an irrigation pipeline 203, an artificial river 205 and an accumulated water drainage channel 206; the transportation facility 5 comprises an artificial road 501, a material flow passage 502 and a drainage channel 505.

The row of fortress integrated dikes 1 comprises fortress houses 101, vehicle channels 102, soil-rock mixed piles 103, trapezoidal slope dikes 104 and holes 105, wherein the trapezoidal slope dikes 104 are formed by the soil-rock mixed piles 103, and at least 3 groups of the fortress houses 101 in the row of fortress integrated dikes 1 are distributed in the soil-rock mixed piles 103 of the trapezoidal slope dikes 104; the trapezoidal slope embankment 104 comprises a slope 104a, a slope top 104c and a slope bottom 104 d; the fort integrated embankment 1 and the two side slopes 104a protrude from the ground surfaces of the two sides, and the trapezoidal slope embankment 104 is convenient for people and animals to climb over the fort integrated embankment 1 from various positions; the fort house 101 comprises a patio 101a, a stair 101b, a window frame 101c, a room 101d, reinforced concrete 101e, a door frame 101f and a material flow tunnel 101g, wherein the window frame 101c is communicated with the material flow tunnel 101g, the door frame 101f is communicated with the material flow tunnel 101g, and the material flow tunnel 101g is communicated with a slope 104 a; the courtyard 101a is communicated with the slope top 104c, and the courtyard 101a facilitates ventilation and lighting of the bastion house 101; the material flow tunnel 101 is connected with the material flow tunnel 502 beside the slope bottom 104d, and the material flow tunnel 101 is communicated with the slopes 104a on the two sides of the trapezoidal slope embankment 104, so that people and materials can conveniently enter and exit the fort house 101, and the fort house 101 can be conveniently ventilated; in the embodiment, the hole 105 of the fortress house 101 and the object flow passage 502 are both positioned at the bottom of the slope 104a at the same side of the fortress integration embankment 1, and the ground of all rooms 101d in the middle 1 set of the fortress house 101 in figure 3 is higher than the object flow passage 502 below the hole 105 communicated with the object flow passages 101g at the two sides of the set of the fortress house 101; the multi-story room structure of the fortress house 101 facilitates management of an organization such as a school or is suitable for a family with a large population; the fortress house 101 is internally provided with a passageway, a guardrail (drawn in the figure and not marked), and the like; the building height between the slopes 104a on the two sides above the material flow tunnel 101g of the fort integrated embankment 1 in the section 1a is less than 15 m; the width between the two side slopes 104a above the material flow tunnel 101g of the fort integrated embankment 1 in the section 1a is less than 60 meters; a guardrail (not shown) is included above the opening 105 to ensure safety when people walk on the slope 104 a.

In the second embodiment, the slope 104a of the castellation integrated bank 1 is higher than the slope base 104d at the same position, two sides of any one section of the trapezoidal slope 104 in the castellation integrated bank 1 respectively comprise the slope 104a, and in any section of any one section of the trapezoidal slope 104 comprising two side slopes 104a, the connecting line of the highest point of the two side slopes 104a in the section is higher than the connecting line of the lowest points of the two side slopes in the section, so as to effectively collect and control rainwater; the length of the trapezoidal slope embankment 104 between the 2 adjacent material flow tunnels 101g on the fort integrated embankment 1 is far less than 500 meters.

The water conservancy water supply and drainage facility 2 comprises a purified water pipe 201, a sewage pipe 202 and an artificial river 205; the water purifying pipe 201 is connected with the fort house 101; the fortress integrated dyke 1 and the bottom of the fortress house 101 are assembled with a sewage pipe 202 and a sewage branch pipe 202a thereof, the sewage pipe 202 comprises a sewage branch pipe 202a, and the sewage pipe 202 is connected with the fortress house 101 through the sewage branch pipe 202 a; when raining, the patio of the fort house 101 accumulates water, and the accumulated water in the patio is discharged to the downstream artificial river channel 205 through the accumulated water drainage channel 206 of the fort house 101.

The soil-rock mixed pile 103 comprises soil and rock which are originally located on an artificial river channel 205 and an artificial road 501 and are transferred and stacked, the artificial river channel 205 and the artificial road 501 are concavely embedded on the ground, the fort integrated dike 1, the artificial river channel 205 and the artificial road 501 are parallel, and the artificial river channel 205 and the artificial road 501 are respectively located on two sides of the fort integrated dike 1.

The logistics tunnel 101g, the purified water pipe 201, the artificial river 205, the artificial road 501, the sewage pipe 202, the electric power facility 801, the communication facility 802 and the gas pipeline 803 provide convenience for life and work of people.

The water purifying pipe 201 can be connected with a reservoir of a water works, the irrigation pipe 203 can be connected with an upstream artificial river channel 205, the accumulated water drainage channel 206 is connected with a downstream artificial river channel 205, and the artificial river channel 205 can be connected with the upstream and downstream reservoirs or natural river channels and lakes; the artificial river channel 205 and the artificial road 501 concavely embedded on the ground can effectively collect rainwater, and the artificial river channel 205 and the artificial road 501 concavely embedded on the ground can effectively deal with floods of different levels so as to effectively guarantee lives and properties of vast residents.

In other specific embodiments, the hydraulic engineering barrier network can be composed of multiple rows of barrier integrated dikes 1, multiple artificial river channels 205, multiple artificial lakes 207, multiple artificial highways 501, bridges 503, river gates 3, tunnels, hills, reservoirs and natural rivers, wherein the artificial lakes 207 are distributed in different altitude areas, and the multiple artificial lakes 207 can be connected through the artificial river channels 205 and the river gates 3; the artificial lake 207 at the high altitude place regulates the hydraulic resources to the field or the artificial lake 207 at the low altitude place through the irrigation pipeline 203, the artificial river 205 and the river gate 3; in dry seasons with less rainwater, the water stored in the artificial lake 207 can meet the requirements of people and vast animals and plants; the land occupation length of the soil-rock mixed piles 103 between the holes 105 of the adjacent 2 sets of fortunes 101 in the same row of fortunes integrated embankment 1 is different, 0-40 meters can be adopted according to actual cost requirements in general, and the length of some local places can be more than 500 meters; the width of the trapezoidal sloping embankment 104 of the same row of the fortress integrated embankment 1 section can be more than 60 meters according to the requirement of the place, and because the soil-rock mixed pile 103 on the trapezoidal sloping embankment 104 can also plant plants, the influence of the width of the trapezoidal sloping embankment 104 on the environment is small.

In conclusion, the safety of the conventional river channel and lake is effectively improved through the fort integrated embankment, the artificial river channel, the artificial lake and the artificial road, and a safe place is provided for vast units, residents and material storage; collecting and allocating hydraulic resources through water conservancy supply and drainage facilities at ordinary times, and when flood disasters occur, allocating the hydraulic resources into a required area through the artificial riverway, the artificial lake and the artificial road which are concavely embedded on the ground; the building cost and the maintenance cost of the fort integrated embankment, an artificial river channel, an artificial lake and an artificial road are greatly reduced as a plurality of fort houses are arranged in the fort integrated embankment; the fort houses built in the safe and reliable fort integrated dike are configured with a plurality of facilities and storage resources, the fort integrated dike, the artificial lake and the river channel effectively support the development of agriculture, fishery, mass manufacturing industry, building industry, traffic industry and the like, and the safe reproduction and property safety of vast animals and plants are effectively ensured; therefore, the scheme of the invention has great comprehensive benefits.

The invention is not listed one by one because the population density of different places is different, the rainfall is different, the terrain is different, the located elevation is different, the existing traffic facilities are different, the existing rivers and lakes are distributed differently, the field distribution is different, the existing towns and various districts are distributed differently, and the appearance of the fort integrated embankment 1 and the structure of the fort house 101 are different; the embodiments in the above schemes are only for illustrating the technical idea and features of the present invention, and do not limit the protection scope of the present invention. All equivalent changes and modifications made within the scope of the claims of the present invention should be covered by the claims of the present invention.

Claims

1. A fort type hydraulic engineering comprises a water conservancy feeding and discharging facility, an electric power facility, a communication facility and a traffic facility, and is characterized by comprising a fort integrated dike, wherein the fort integrated dike comprises a trapezoidal slope dike, a soil and stone mixed pile and a fort house, the trapezoidal slope dike comprises the soil and stone mixed pile, and 3 or more than 3 fort houses are distributed in the soil and stone mixed pile of the trapezoidal slope dike in a row; the trapezoidal slope dike comprises a slope, a slope top and a slope bottom; the fort house comprises a logistics tunnel and a room, and the room is communicated with the logistics tunnel; trapezoidal sloping embankment and every the fort house including the entrance to a cave between the commodity circulation tunnel, the entrance to a cave distributes on the slope.

2. A fort type hydraulic engineering as claimed in claim 1 wherein said fort integrated embankment includes at least 1 said fort house as follows: the fort house is higher than the object flow channel at the position of the hole communicated with the fort house.

3. A fort type hydraulic engineering as claimed in claim 1, wherein said fort house includes a stair, a patio, said patio communicating with said crest through said stair: the water conservancy is given and is arranged the facility and is included the ponding drainage spillway of courtyard.

4. A fort type hydraulic engineering as claimed in claim 1, wherein said fort integrated bank and the bottom of said fort house are equipped with said accumulated water drainage passage.

5. The fort type hydraulic engineering as claimed in claim 1, wherein the hydraulic feeding and discharging facilities comprise an artificial river channel, and part or all of soil and stones originally in the artificial river channel are transferred into the soil and stone mixed pile.

6. The fort type hydraulic engineering as claimed in claim 1, wherein said hydraulic feeding and discharging facilities comprise artificial lakes, and some or all of the earth and stones originally existing in said artificial lakes are transferred to said earth and stone mixed piles.

7. The fort type hydraulic engineering as claimed in claim 1, wherein the fort type hydraulic engineering comprises an artificial road, the artificial road is lower than the ground on two sides of the artificial road, and part or all of the soil and stones originally on the artificial road are transferred into the soil and stone mixed pile.

8. The fort type hydraulic engineering as claimed in claim 1, wherein the fort type hydraulic engineering comprises a river gate.