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One Water: Managing Water Quantity and Quality in a Dynamic World Fouad H. Jaber, PhD, PE Associate Professor and Extension Specialist Biological and Agricultural Engineering Texas A&M AgriLife Extension Dallas Research and Extension


  1. One Water: Managing Water Quantity and Quality in a Dynamic World Fouad H. Jaber, PhD, PE Associate Professor and Extension Specialist Biological and Agricultural Engineering Texas A&M AgriLife Extension Dallas Research and Extension Center

  2. My path to today (I)  1988: Joined FAFS (BS in Agriculture)  1992: graduated with focus in irrigation  1995: graduated with an MS in irrigation; Thesis: New irrigation scheme planning and design strategies for the Awali-Zahrani area  1995: Dar al-Handassah (Shair): Water supply plan for south Lebanon  1997: Joined PhD program at Purdue University  2001: graduated from the Agricultural and Biological Engineering Department Dissertation: Stability and accuracy of kinematic wave overland flow modeling

  3. My path to today (II)  2001-2007: Post doctoral research Associate at the University of Florida  Applied and modeling work addressing the impact of agriculture in humid area on the environment and agricultural water conservation  2007-present: Faculty representing the biological and agricultural engineering Dept. at the Dallas Research and Extension Center of Texas A&M AgriLife

  4. Educational interest  Learned the ropes as an instructor at AREC during Masters  Taught hydrology and surveying for 5 years as a teaching assistant at Purdue university culminating in university teaching award  At A&M, as an extension faculty, I have taught more than 100 workshops reaching more than 5000 engineers and professionals

  5. Educational interests  Frequent guest lecturer in classroom at UT Arlington, Texas A&M-College Station, Texas A&M Kingsville, University of Texas- Dallas; Southern Methodist University and Purdue University.  Topics include green infrastructure; stream restoration; rainwater harvesting; greywater reuse; constructed wetlands; flood management; watershed protection planning.

  6. One Water Concept

  7. One Water Concept

  8. Comprehensive “One Water” Management Plan  Understanding of the complete picture the water cycle  Collect data  Develop research-informed strategies  Integrate new knowledge in academic curriculums  Develop a successful two-way system to deliver the new knowledge to stakeholders and receive feedback (extension service)

  9. Stormwater Management

  10. Why is Stormwater a Concern?

  11. Why is Stormwater a Concern?

  12. Why is Stormwater a Concern?

  13. Eutrophication  Impacts due to urbanization:  I m pact to aquatic habitat: Degradation of habitat structure, loss of pool-riffle structure, reduction in base flow, increased stream temperature, and decline in abundance and biodiversity. Fish kill at Lake Granbury.

  14. Green Stormwater Infrastructure  Rain garden- bioretention areas  Porous pavements  Green roofs  Rainwater harvesting

  15. What is a Rain Garden (Bioretention)? A rain garden is a beautiful landscape feature consisting of a planted shallow depression that collects rainwater runoff from roofs, parking lots and other impervious surfaces.

  16. Bioretention in Road Median “We Bring Engineering to Life”

  17. Volume Reduction Average Reduction: 49%

  18. Load Reduction: Sediments Average Reduction 90%

  19. Load Reduction: E. coli Average Reduction 64%

  20. What is Porous Pavement?  Porous pavement is a permeable pavement surface with a gravel reservoir underneath.  it temporarily stores surface runoff before infiltrating it into the subsoil  provides water quality treatment  often appears as traditional asphalt or concrete but is without "fine" materials  could also allow for grass growth

  21. Types of Permeable Pavement Porous concrete Paver blocks Porous asphalt Turf Paver Expanded shale mix

  22. Results: Volume

  23. Green Roofs

  24. Monitoring Design

  25. Volume Reduction H S SD Rainfal reductio reductio Reductio Event l C H n S n SD n inches gals gals % gals % gals % Date 1.44 05/09/14 Total Volum e 18.5 9 6 5 .3 9 % 0.51 0.07 7 6 .0 5 % 1.00 1.12 7 5 .3 3 0.94 05/12/14 1.04 10 0.47 0.95 2 0.80 3.12 0.69 Reduction from C % 06/09/14 0.73 6 0.5 0.92 0.13 0.98 0.05 0.99 07/03/14 0.82 5 3.4 0.32 0.17 0.97 0.17 0.97 07/17/14 0.89 6.7 1.47 0.78 0.1 0.99 2 0.70 07/31/14 1.01 7.7 6.1 0.21 0.24 0.97 1.18 0.85 08/06/14 0.56 2.7 0 1.00 0 1.00 0.29 0.89 08/17/14 0.83 4.7 1.18 0.75 0 1.00 0.29 0.94 10/06/14 1.37 15.8 5.54 0.65 2.47 0.84 4.1 0.74 10/13/14 1.54 22 11.9 0.46 8.7 0.60 9.3 0.58 10/13/14 1.54 22 11.9 0.46 8.7 0.60 9.3 0.58 11/05/14 1.13 9.02 0.17 0.98 0.35 0.96 0.29 0.97 11/23/14 0.51 2.5 0 1.00 0 1.00 0 1.00 12/23/14 0.53 3.89 0.59 0.85 0.35 0.91 0 1.00 01/12/15 0.63 4.5 0.66 0.85 2.4 0.47 0.94 0.79 01/23/15 1.17 7.58 3.56 0.53 3.63 0.52 3.28 0.57 02/02/15 0.72 35.7 25 0.30 1.12 0.97 0 1.00 02/25/15 2.22 15.58 8.63 0.45 1.36 0.91 5.66 0.64 03/06/15 1.1 2.36 0 1.00 1.35 0.43 0.17 0.93

  26. Rainwater Harvesting System

  27. Runoff from RWH

  28. Water Savings RWH

  29. Rainwater Harvesting for Small Farms in Algeria  FAO funded project  Three manuals on rainwater harvesting and irrigation water conservation  Strategic plan for integration of rainwater harvesting in the national water plan  Two built demonstrations

  30. Stream Restoration  Due to erosion and its effects, historically engineers have channelized and destroyed the ecology and function of streams along with the streams riparian vegetation.

  31. Natural Channel Approach  Dimension  Pattern  Profile

  32. Natural Channel Approach  Dimension  Pattern  Profile Designed stream1 Plan: Plan-Designed1 4/16/2012 Legend WS Q1.5Y WS Q10Y WS Q100Y Ground Bank Sta -20 -247.035 -58.92 -463 -223.81 -286.547 -435.151 -98.34 -309.740 -121.624 -412.02 -161.073 -349.283 -372.446

  33. Study Site Control Section

  34. Water Reuse: Greywater

  35. Greywater multi-level filtration Total Coliform Rem oval ( CFUs/ m l) Series1 Series2 Series3 Series4 Series5 Series6 1.0E+ 05 1.0E+ 04 1.0E+ 03 1.0E+ 02 1.0E+ 01 1.0E+ 00 Raw CR-F M-F C-F UF UV RO 1.0E-01

  36. BOD-ANN prediction for GAC-MI-ME effluent 38

  37. Water Reuse: A/C Condensate

  38. Water Reuse: A/C Condensate R² = 0.9054 I LAN-ACON ( PNN) 0.9 0.8 Sim ulated condensate data( l) 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 0.000 0.100 0.200 0.300 0.400 0.500 0.600 0.700 0.800 0.900 Observed condesate data( l)

  39. Impact of Climate Change on Dallas Stormwater Network

  40. Conclusions  It is necessary to approach water the water cycle as whole in management strategies at city, watershed or country scale  Such approach requires field data, modeling and research-based answers to be implemented  Research-based strategies developed need to include stakeholder feedback to succeed  Findings need to be integrated in academic curriculums and spread through extension programming

  41. Fouad H. Jaber, PhD, PE Associate Professor and Extension Specialist Biological and Agricultural Engineering Texas A&M AgriLife Extension Dallas Research and Extension Center f-jaber@tamu.edu 972-952-9672 www.facebook.com/agrilifeecoeng/

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