Fast forecasting method for initial water cooling temperature field for concrete dam
A water cooling and concrete dam technology, applied in water conservancy projects, water conservancy engineering equipment, buildings, etc., can solve problems such as unsatisfactory prediction results, failure to consider layer cooling effects, and failure to consider time-space heat conduction issues, etc.
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Embodiment 1
[0095] Embodiment 1 (introducing adjustment items)
[0096] A method for rapidly predicting the cooling temperature field of a concrete dam in the initial stage of passing water, characterized in that the method includes the following steps:
[0097] A) Establish a rapid prediction model for the initial water cooling temperature field of a heat source concrete dam with external surface insulation:
[0098] A cooling water pipe is buried in the concrete pouring silo for water cooling, the equivalent cooling diameter is D, the length is L, there is a heat source, and the initial temperature of the concrete is T 0 , the inlet water temperature is T w , when the outer surface of the equivalent cooling cylinder is adiabatic, the average concrete temperature can be expressed as
[0099] T(t)=T w +(T 0 -T w )φ(t)+θ 0 Ψ(t) (1)
[0100] in,
[0101] φ(t)=e -pt (2)
[0102] p=dka / D 2 (3)
[0103] k=2.09-1.35ξ+0.320ξ 2 (4)
[0104] ξ = ...
Embodiment 2
[0169] Embodiment 2 (Dynamic updating of the measured temperature of the concrete pouring silo)
[0170] A method for rapidly predicting the cooling temperature field of a concrete dam in the initial stage of passing water, characterized in that the method includes the following steps:
[0171] A) Establish a rapid prediction model for the initial water cooling temperature field of a heat source concrete dam with external surface insulation:
[0172] A cooling water pipe is buried in the concrete pouring silo for water cooling, the equivalent cooling diameter is D, the length is L, there is a heat source, and the initial temperature of the concrete is T 0 , the inlet water temperature is T w , when the outer surface of the equivalent cooling cylinder is adiabatic, the average concrete temperature can be expressed as
[0173] T(t)=T w +(T 0 -T w )φ(t)+θ 0 Ψ(t) (1)
[0174] in,
[0175] φ(t)=e -pt (2)
[0176] p=dka / D 2 (3)
[0177] k=2.09-1.35ξ+0.320ξ 2 ...
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