Ecological revetment of water source protection area and construction method thereof
A technology for ecological bank revetment and protected areas, applied in coastline protection, botany equipment and methods, container cultivation, etc., can solve difficult problems such as cleaning and purification of sundries or pollutants, singleness, etc., so as to improve ecological landscape and increase Hydrophilic, good reinforcement quality effect
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Embodiment 1
[0051] Such as Figure 1-4 As shown, an ecological revetment in a water source protection area includes a primary revetment 10 set below the beach elevation a, a secondary revetment 20 set above the beach elevation a, and a revetment between the primary revetment 10 and the secondary revetment 20 For the ecological sewage interception and grass ditch 30, the slope ratio of the first-level revetment 10 is not greater than 1:5, and the slope ratio of the second-level revetment 20 is 1:5-1:2.5.
[0052] The primary bank revetment 10 includes, from bottom to top, a first foundation 11 at the foot of the bank, a sloped primary revetment 12, a first crest 13 at the beach elevation a, and a lead wire cage 14 below the water level. The top surface of the first top pressing 13 is flush with the elevation a of the beach, and the primary slope protection 12 includes a 100mm thick crushed stone cushion layer 44 and a 120mm thick prefabricated block member layer 45 which are successively a...
Embodiment 1
[0061] The construction method of the ecological revetment in the water source protection area of embodiment 1 may further comprise the steps:
[0062] Step 1, construction of first-level revetment 10:
[0063] S1. Groove the first foundation 11 at the water level line during the construction period. The strength grade of the first foundation 11 is not less than 7.5MPa, and the deformation joints are arranged at intervals according to the design regulations. After the strength grade meets the requirements, place the underwater lead wire cage 14. The lead wire cage 14 is laid along the riverbed from the position of the first foundation 11 to the elevation b at the bottom of the riverbed;
[0064] S2. Construct the first topping 13 at the elevation a of the beach, and set deformation joints according to the interval specified in the design, and slope from the first topping 13 along the edge of the beach according to the designed slope rate to obtain the water-facing slope;
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