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Civil PE Exam - Hydraulics & Hydrology - Calculate Runoff Volume from a Hydrograph 

Civil Engineering Academy
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26 окт 2024

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Комментарии : 4   
@briankeithler1916
@briankeithler1916 Год назад
I used Q= (05.)(qp)(T) from chapter 6 and got close and saved about 6 min. Note: Only use this if the hydrograph has a normal distribution.
@gbelai
@gbelai 9 месяцев назад
What values did you use for Qp and T? Using 3.5 and 6 would give you a volume of 10.5 and that's dead even between choices A and B?
@theengineer2020
@theengineer2020 Год назад
I take my exam tomorrow and just learned from this video that they came out with a 1.2 version of the reference manual. Does anyone know the differences between the two versions?
@CivilEngAcademy
@CivilEngAcademy Год назад
If you're curious about the changes from the 1.1 to 1.2 PE Handbook this is what we are seeing so far. Let us know if you notice any changes too! Added new section 5.1.6 "Design Traffic" (1 page) 2. Added new section 5.4.3 "Interval Timing" (1 page) 3. Removed a section 5.5.9 "Traffic Growth Rate" (1 page) 4. Updated the title of section 6.7.1 from "Mass Calculation" to "Mass Conservation and Continuity" 5. Added new section 6.7.2 "Advection-Dispersion Reactions" (2 pages) 6. Revised the critical depth yc of trapezoid formula on page 357 (PERH 1.2) or page 349 (PERH 1.1) >> we noticed this error months ago. 7. Total pages 509 (PERH 1.2) vs total pages 497 (PERH 1.1) 8. Added qmax and qmin formula for bearing capacity (page 100) 9. Revised the USGS culvert classification (page 365) 10. Removed the Nq,Nc, Ngamma formulas (page 97) and refered students to use table only 11. Added the correction factor of groundwater table (page 98)
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