CN111336858B - Method for optimizing water distribution of inner and outer regions of large-scale natural ventilation wet cooling tower - Google Patents
Method for optimizing water distribution of inner and outer regions of large-scale natural ventilation wet cooling tower Download PDFInfo
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- CN111336858B CN111336858B CN202010272144.8A CN202010272144A CN111336858B CN 111336858 B CN111336858 B CN 111336858B CN 202010272144 A CN202010272144 A CN 202010272144A CN 111336858 B CN111336858 B CN 111336858B
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F28—HEAT EXCHANGE IN GENERAL
- F28F—DETAILS OF HEAT-EXCHANGE AND HEAT-TRANSFER APPARATUS, OF GENERAL APPLICATION
- F28F25/00—Component parts of trickle coolers
- F28F25/02—Component parts of trickle coolers for distributing, circulating, and accumulating liquid
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F28—HEAT EXCHANGE IN GENERAL
- F28F—DETAILS OF HEAT-EXCHANGE AND HEAT-TRANSFER APPARATUS, OF GENERAL APPLICATION
- F28F25/00—Component parts of trickle coolers
- F28F25/02—Component parts of trickle coolers for distributing, circulating, and accumulating liquid
- F28F25/06—Spray nozzles or spray pipes
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Abstract
The invention provides a method for optimizing water distribution in an internal and external subarea of a large-scale natural ventilation wet cooling tower, belongs to the technical field of cooling towers, and particularly relates to a method for optimizing water distribution in the technical field of cooling towers. The method provides an implementation method aiming at a subarea water distribution optimization scheme of different water spraying areas and water spraying densities of an inner area and an outer area obtained by water distribution optimization of an ultra-large natural ventilation wet cooling tower, and comprises the following steps: firstly, setting water distribution quantity, water spraying area and corresponding internal and external area proportion, calculating and configuring the pipe diameter of a water distribution pipe and selecting the type of a spray head according to the water distribution quantity, then calculating the flow velocity of each section of the water distribution pipe on the assumption of the flow of the spray head, calculating the actual flow of each spray head by using circulation iteration, calculating the water distribution uniformity of each internal and external area according to the actual flow, and finally checking the water distribution uniformity, the water distribution quantity and the water pressure of the spray head of each internal and external area to determine the water distribution arrangement mode of the cooling tower. The method can meet the aim of realizing water distribution of the inner area and the outer area of the cooling tower, and can ensure the uniformity of water distribution of the inner area and the outer area.
Description
Technical Field
The invention belongs to the technical field of cooling towers, and particularly relates to a method for optimizing water distribution of an internal area and an external area of a large-scale natural draft wet cooling tower.
Background
Energy conservation and emission reduction are basic national policies in China, a cooling tower is used as an important part with higher energy consumption in a power plant, and reduction of energy consumption of the cooling tower is an important measure for reducing GDP production value energy consumption and saving energy. The water spraying system is an important part of the cooling tower, and the improvement of the cooling efficiency of the water spraying system is particularly important for reducing the energy consumption of the cooling tower. The general ultra-large natural draft wet cooling tower is arranged according to the uniform water distribution of the whole tower, and although the purpose of cooling the water distribution can be achieved, certain waste can be caused to energy sources. In the patent 'cooling tower water distribution optimization method based on cooling latent power', resistance and heat value exchange in a rain area of a cooling tower are not negligible, so that the air flow rate and the enthalpy value of the air flow rate along the radial direction of the cooling tower are greatly changed, and a water distribution optimization method based on rising air cooling capacity, namely cooling latent power, and a corresponding water distribution optimization scheme are provided. The invention provides a method for realizing a water distribution optimization scheme, namely a method for realizing the water distribution optimization by optimizing the pipe diameter of a water distribution pipe, arranging the water distribution pipe, selecting a spray head and the like, aiming at the water distribution optimization scheme of a cooling tower water distribution optimization method based on cooling latent power.
Disclosure of Invention
In order to solve the problems, the invention aims to provide an optimization method for realizing water distribution in inner and outer areas of a large-scale natural draft wet cooling tower.
In order to achieve the purpose, the technical scheme of the invention is as follows:
s1: setting the total water distribution amount of water distribution;
s2: setting the water distribution ratio and the water spraying area ratio of the inner zone and the outer zone;
s3: setting specific specification and arrangement mode of the water distribution pipes of the inner zone and the outer zone, and specification parameters and arrangement mode of the spray heads;
s4: assuming the quantity of water q of the spray headi(ii) a Assuming that the initial value is assumed according to the average value of the water distribution quantity divided by the number of the spray heads;
s5: calculating the flow rate of each section of the water distribution pipe according to each parameter;
s6: calculating the water quantity q of the spray head by loop iterationo(ii) a By using the assumed value of the flow of the spray head and the flow velocity of each section of the water distribution pipe, the on-way resistance and the flow dividing resistance of the spray head are calculatedCircularly and iteratively outputting the actual water quantity of the spray head;
s7: comparing the calculated values qoAnd an assumed value qiIf q isi=qoOr the difference is within the allowable range, the next step is carried out, otherwise, the step returns to S4, and the calculated value is used as the assumed value for recalculation;
s8: checking the water distribution amount of the inner area and the outer area, and calculating the total water distribution amount of each area inside and outside through the water amount of the spray head and the arrangement mode of the water distribution pipe and the spray head;
s9: comparing the calculated water amount with the designed water distribution ratio, if the calculated water amount is equal to the design value or the difference value is within the allowable range, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads;
s10: calculating respective uniform distribution coefficients of the inner region and the outer region;
S11: judging the uniform distribution coefficients of the inner area and the outer area, if the uniform distribution coefficients are less than 10%, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads;
s12: integrally calculating the nozzle pressure heads of the inner area and the outer area, and simultaneously comparing whether the nozzle pressure heads of the inner area and the outer area are equal or the difference value is within an allowable range, if so, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads of the inner area and the outer area;
s13: and outputting a design result.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading the following detailed description of non-limiting implementations with reference to the accompanying drawings.
FIG. 1 is an operation flow of a technical scheme of the method for optimizing water distribution in inner and outer zones of a large-scale natural draft wet cooling tower according to the present invention;
the specific implementation mode is as follows:
s1: setting the total water distribution amount of water distribution;
s2: setting the water distribution ratio and the water spraying area ratio of the inner zone and the outer zone;
s3: setting specific specification and arrangement mode of the water distribution pipes of the inner zone and the outer zone, and specification parameters and arrangement mode of the spray heads;
s4: assuming the quantity of water q of the spray headi(ii) a Assuming that the initial value is assumed according to the average value of the water distribution quantity divided by the number of the spray heads;
s5: calculating the flow rate of each section of the water distribution pipe according to each parameter;
s6: calculating the water quantity q of the spray head by loop iterationo(ii) a By using the assumed value of the flow of the spray head and the flow velocity of each section of the water distribution pipe and by using the on-way resistanceAnd calculation of the shunt resistance of the nozzleCircularly and iteratively outputting the actual water quantity of the spray head;
s7: comparing the calculated values qoAnd an assumed value qiIf q isi=qoOr the difference is within the allowable range, the next step is carried out, otherwise, the step returns to S4, and the calculated value is used as the assumed value for recalculation;
s8: checking the water distribution amount of the inner area and the outer area, and calculating the total water distribution amount of each area inside and outside through the water amount of the spray head and the arrangement mode of the water distribution pipe and the spray head;
s9: comparing the calculated water amount with the designed water distribution ratio, if the calculated water amount is equal to the design value or the difference value is within the allowable range, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads;
s10: calculating respective uniform distribution coefficients of the inner region and the outer region;
S11: judging the uniform distribution coefficients of the inner area and the outer area, if the uniform distribution coefficients are less than 10%, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads;
s12: integrally calculating the nozzle pressure heads of the inner area and the outer area, and simultaneously comparing whether the nozzle pressure heads of the inner area and the outer area are equal or the difference value is within an allowable range, if so, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads of the inner area and the outer area;
s13: and outputting a design result.
Example 1. a Natural draft Wet Cooling Tower with a Total Water distribution of 21.01m3S, total water spray area 10292m2。
Patent' cooling tower water distribution optimization method based on air potential heat absorption capacity
The method is optimized to obtain: the water distribution ratio of the inner area and the outer area is 0.31: 0.69, water spraying surface integral proportion of 0.35: 0.65.
designing an inner zone water distribution pipeline arrangement: the number of the water distribution pipes is 30, the diameter of each water distribution pipe is 355mm, 315mm, 250mm, 200mm and 160mm, the number of the spray heads is 4, 6, 5 and 6, the diameter of the spray head is 26mm, the distance between the spray heads is 1.115m, and the distance between the water distribution pipes is 1 m.
Designing the arrangement of an outer water distribution pipeline: the nozzle is divided into B1, B2, C1 and C2 areas according to the diameter of the nozzle, the B1 area is the same as the C1 area, the B2 area is the same as the C2 area, and the specific arrangement is as follows: the number of the water distribution pipes is 27, the diameters of the water distribution pipes are 400mm, 355mm, 315mm, 250mm, 200mm and 160mm, the number of the spray heads is 5, 11, 7, 5 and 7, the diameters of the spray heads are 26mm in B1 and C1 areas, 28mm in B2 and C2 areas, the lengths of the water distribution pipes are gradually shortened from the part close to the inner area to the edge of the tower, the diameter of the last water distribution pipe is 160mm, the number of the spray heads is 7, the diameter of the spray heads is 28mm, the distance between the water spray pipes is 1m, and the distance between the spray heads.
According to the design water distribution amount, assuming the initial value of the flow rate of the spray heads (the water distribution amount is divided by the number of the spray heads), calculating the final actual flow rate of each spray head through loop iteration, checking the water distribution amount of the inner area and the outer area according to the calculated value, and calculating the water distribution amount of the inner area to be 6.5052m3S, design value 6.5131m3S, difference-0.0079 m3S, -0.12%; the outer zone calculates the water distribution amount 14.4852m3S, design value 14.4969m3(s) difference-0.0117, -0.08%; are within acceptable tolerances.
Calculating the uniform distribution coefficient by a formula:
in the formulaσ-water distribution system equipartition coefficient;
q 0 average water quantity of spray head, m3/s;
n-total number of jets, number;
q j quantity of water of jth nozzle, m3/s。
The inner zone equipartition coefficient is 1.53%, the outer zone equipartition coefficient is 7.87%, both are less than 10%.
And calculating the pressure heads of the inner area and the outer area according to the calculated values, wherein the pressure head of the inner area nozzle is 0.906m, the pressure head of the outer area nozzle is 0.911m, and the difference is 0.005 m.
The final water distribution scheme obtained through the calculation can realize water distribution of the inner and outer regions of the natural ventilation wet cooling tower, and simultaneously meet the uniformity of water distribution of the inner and outer regions. And the cooling efficiency of the cooling tower is effectively improved, so that the energy consumption is reduced.
While there have been shown and described what are at present considered the fundamental principles and essential features of the invention and its advantages, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. A method for realizing water distribution optimization of inner and outer subareas of a large-scale natural draft wet cooling tower is characterized by comprising the following steps:
s1: setting the total water distribution amount of water distribution;
s2: setting the water distribution proportion and the water spraying area proportion of the inner area and the outer area;
s3: setting specific specification and arrangement mode of water distribution pipes of inner and outer regions and specification parameters and arrangement mode of spray heads;
s4: assuming the quantity of water q of the spray headi(ii) a Assuming that the initial value is assumed according to the average value of the water distribution quantity divided by the number of the spray heads;
s5: calculating the flow rate of each section of the water distribution pipe according to each parameter;
s6: calculating the water quantity q of the spray head by loop iterationo(ii) a By using the assumed value of the flow of the spray head and the flow velocity of each section of the water distribution pipe, the on-way resistance and the flow dividing resistance of the spray head are calculatedCircularly iterating to obtain the actual water quantity of the spray head;
s7: comparing the calculated values qoAnd an assumed value qiIf q isi=qoOr the difference is within the allowable range, the next step is carried out, otherwise, the step returns to S4, and the calculated value is used as the assumed value for recalculation;
s8: checking the water distribution amount of the inner area and the outer area, and calculating the total water distribution amount of each area through the water amount of the spray head and the arrangement mode of the water distribution pipe and the spray head;
s9: comparing the water quantity of the inner area and the water quantity of the outer area with the water quantity of each area of the designed water distribution ratio, if the water quantity is checked to be equal to a design value or the difference value is within an allowable range, carrying out the next step, and if not, returning to S3 to rearrange water distribution pipes and nozzles;
s10: calculating respective uniform distribution coefficients of the inner region and the outer region
S11: judging the uniform distribution coefficients of the inner area and the outer area, if the uniform distribution coefficients are less than 10%, performing the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads;
s12: checking the nozzle pressure heads of the inner area and the outer area according to the actual flow of each spray head and the configuration of the spray heads integrally, and simultaneously comparing whether the nozzle pressure heads of the inner area and the outer area are equal or whether the difference value is within an allowable range, if so, carrying out the next step, otherwise, returning to S3 to rearrange the water distribution pipes and the spray heads of the inner area and the outer area;
s13: and outputting a design result.
2. The method for optimizing water distribution in the internal and external regions of the large-scale natural draft wet cooling tower according to claim 1, wherein the method comprises the following steps: in the steps S2-S12, the ratio of the water distribution amount to the water spraying area in each area inside and outside is set, the water distribution mode in each area inside and outside is designed, the flow of each spray head is calculated, and the water distribution amount in each area inside and outside is checked, so that the cooling tower is ensured to be a water distribution mode of unequal water distribution in the inner area and the outer area.
3. The method for optimizing water distribution in the internal and external regions of the large-scale natural draft wet cooling tower according to claim 1, wherein the method comprises the following steps: in the steps S2-S12, the calculation and judgment of the uniform distribution coefficient and the comparison of the pressure heads of the nozzles in the inner area and the outer area ensure the uniformity of water distribution in each area.
4. The method for optimizing water distribution in the internal and external regions of the large-scale natural draft wet cooling tower according to claim 1, wherein the method comprises the following steps: the purpose of water distribution in the inner area and the outer area of the cooling tower can be realized, and the uniformity of water distribution in each area can be met.
5. The method for optimizing water distribution in the internal and external regions of the large-scale natural draft wet cooling tower according to claim 1, wherein the method comprises the following steps: the water pressure of the corresponding nozzles of the inner area and the outer area is equal.
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