knapee
Petroleum
- Mar 9, 2011
- 100
Dear Sir
It is desired to cool down 1260kg/hr of Mixed Gas having properties in below table from 70 C to 15C. This operation is performed with cooling water (56000kg/hr) from 10C to 20C. (Note tube side inlet p=3.075barg, delta P =0.075bar Shell side inlet p=3.7barg, delta P=0.7bar). The propose of this design is to use HTRI to meet the owner’s spec rule, and get the minimum heat transfer area or maximum heat transfer coefficient when delta P values of both fluid close to the maximum allowable delta P.
Unknown variable need to be key in in HTRI design mode:
1. Tube OD.(3/4 in for U tube)
2. Tube Wall thickness
3. Tube layout angle
4. Tube pass, length,
5. Baffle type
Unknown parameter could be calculated by HTRI design mode.
1. Tube count
2. Baffle cut, spacing
3. Shell ID.
(please see attache file)
Could you please give me a help about the following question?
1.Why the U type heat exchanger, tube pass can’t over 4 pass.
2.As I run into a lot of vibration warning message, I put vibration support inlet / outlet, but I still have acoustic vibration and bundle entrance / shell entrance velocity exceed 80% of critical velocity. Also, I already tried to reduce baffle spacing, increase the tube pitch, and increase nozzle diameters to reduce vibration, but in vain.
I know some acoustic resonance may be corrected by adding a deresonating baffle parallel to the cross flow direction to increase the shell acoustic frequency, but I don’t know where I can key in the HTRI.
Could you please give me any good suggestion? I really appreciate your comment and help.
Please Note.(Some explanation for U-type exchanger and other vibration terms)
Tube failures have been reported in nearly all locations within a heat exchanger. But those of primary concern are
1. Nozzle entrance and exit area. In these regions, impingement plates, small nozzle diameter , or large outer-tube limits can contribute to restricted entrance or exit areas. These restricted areas usually create high local velocities that can result in damaging flow-induced vibration.
2. U-tubes bends. Outer rows of U-bends have a lower natural frequency of vibration and therefore are more
susceptible to flow-induced vibration failures than the inner rows.
3. Tube sheet region. Unsupported tube spans adjacent to the tubesheets are frequently longer than those in
the baffled region of a heat exchanger owing to the space required to allocate inlet and outlet nozzles
. The higher unsupported span results in lower natural vibration frequencies of the tubes in this region. The possible high local velocities, in conjunction with the lower natural frequency, make this a region of primary concern in preventing damaging vibration.
4. Baffle window region. Tubes located in baffle windows have unsupported spans equal to multiples of
the baffle spacing. Long, unsupported tube spans result in a reduced natural frequency of vibration, and
tubes have a greater tendency to vibrate and suffer damage.
*Fluidelastic instability : Vibration owing to fluidelastic instability is avoided if the fluid velocity at each section of the heat exchanger is below a certain critical velocity. This critical velocity is a function of the tube geometry, its natural frequency of vibration, and the viscous damping effect of the shell-side fluid. If the fluid velocity at any location is higher than the critical velocity calculated for that location, potential tube damage can be expected.
*Vortex shedding vibration: the TEMA Standards include equations and graphs that allow calculation of the vibration frequency resulting from this mechanism. If the tube natural frequency is less than double the vortex shedding frequency, there is a potential risk of vibration damage. In this case, it is necessary to calculate the amplitude of the tube vibration, and this must not exceed 2 percent of the tube diameter.
Thank you so much.
It is desired to cool down 1260kg/hr of Mixed Gas having properties in below table from 70 C to 15C. This operation is performed with cooling water (56000kg/hr) from 10C to 20C. (Note tube side inlet p=3.075barg, delta P =0.075bar Shell side inlet p=3.7barg, delta P=0.7bar). The propose of this design is to use HTRI to meet the owner’s spec rule, and get the minimum heat transfer area or maximum heat transfer coefficient when delta P values of both fluid close to the maximum allowable delta P.
Unknown variable need to be key in in HTRI design mode:
1. Tube OD.(3/4 in for U tube)
2. Tube Wall thickness
3. Tube layout angle
4. Tube pass, length,
5. Baffle type
Unknown parameter could be calculated by HTRI design mode.
1. Tube count
2. Baffle cut, spacing
3. Shell ID.
(please see attache file)
Could you please give me a help about the following question?
1.Why the U type heat exchanger, tube pass can’t over 4 pass.
2.As I run into a lot of vibration warning message, I put vibration support inlet / outlet, but I still have acoustic vibration and bundle entrance / shell entrance velocity exceed 80% of critical velocity. Also, I already tried to reduce baffle spacing, increase the tube pitch, and increase nozzle diameters to reduce vibration, but in vain.
I know some acoustic resonance may be corrected by adding a deresonating baffle parallel to the cross flow direction to increase the shell acoustic frequency, but I don’t know where I can key in the HTRI.
Could you please give me any good suggestion? I really appreciate your comment and help.
Please Note.(Some explanation for U-type exchanger and other vibration terms)
Tube failures have been reported in nearly all locations within a heat exchanger. But those of primary concern are
1. Nozzle entrance and exit area. In these regions, impingement plates, small nozzle diameter , or large outer-tube limits can contribute to restricted entrance or exit areas. These restricted areas usually create high local velocities that can result in damaging flow-induced vibration.
2. U-tubes bends. Outer rows of U-bends have a lower natural frequency of vibration and therefore are more
susceptible to flow-induced vibration failures than the inner rows.
3. Tube sheet region. Unsupported tube spans adjacent to the tubesheets are frequently longer than those in
the baffled region of a heat exchanger owing to the space required to allocate inlet and outlet nozzles
. The higher unsupported span results in lower natural vibration frequencies of the tubes in this region. The possible high local velocities, in conjunction with the lower natural frequency, make this a region of primary concern in preventing damaging vibration.
4. Baffle window region. Tubes located in baffle windows have unsupported spans equal to multiples of
the baffle spacing. Long, unsupported tube spans result in a reduced natural frequency of vibration, and
tubes have a greater tendency to vibrate and suffer damage.
*Fluidelastic instability : Vibration owing to fluidelastic instability is avoided if the fluid velocity at each section of the heat exchanger is below a certain critical velocity. This critical velocity is a function of the tube geometry, its natural frequency of vibration, and the viscous damping effect of the shell-side fluid. If the fluid velocity at any location is higher than the critical velocity calculated for that location, potential tube damage can be expected.
*Vortex shedding vibration: the TEMA Standards include equations and graphs that allow calculation of the vibration frequency resulting from this mechanism. If the tube natural frequency is less than double the vortex shedding frequency, there is a potential risk of vibration damage. In this case, it is necessary to calculate the amplitude of the tube vibration, and this must not exceed 2 percent of the tube diameter.
Thank you so much.