ABE 325 2021 HWK Wetlands and Water Quality - KEY

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Purdue University *

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325

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Civil Engineering

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Jan 9, 2024

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ABE 32500 Soil and Water Resources Engineering 1 Wetlands and Water Quality Homework (9 pts) 1. (2 pts) Water Quality - The Secchi disk depth for a lake was measured at 1.8 m. What is the trophic status and the TSI for the lake? 𝑇𝑇𝑇𝑇𝑇𝑇 = 60 14.4 ln( 𝑇𝑇𝑆𝑆 ) = 60 14.4 ln(1.8 𝑚𝑚 ) = 51.5 The lake is “Eutrophic” 2. (3 pts) Wetlands - The following data were obtained for the wetland at ACRE. Precipitation was 985 mm and evapotranspiration was 700 mm for the year. Surface inflows to the marsh totaled 35,430 m 3 and surface outflows were 92,200 m 3 . Subsurface tile drainage inflows were 52,350 m 3 . Determine the change in storage for this 1.2 ha wetland. If the depth of water in the wetland was 0.3 m at the start of the year, what was the depth at the end of the year? Estimate the residence time. In order to compute a mass balance, all quantities have to be converted to the same units. Precipitation and ET can be converted to units of volume: P = 985 mm × 1.2 ha = 11,820 m 3 ET = 700 mm × 1.2 ha = 8400 m 3 Now apply Equation 12.1: Inflows = Outflows + Δ Storage 11,820 + 35,430 + 52,350 = 8400 + 92,200 + Δ Storage Δ Storage = -1018 m ß = 0.085 m lost depth over the 1.2 ha wetland Depth at the end of the year was: 0.3 m - 0.085 m = 0.215 m Use the average depth over the year and Equation 12.2 to estimate the residence time: 𝑹𝑹 𝒕𝒕 = wetland volume inflows = 𝟎𝟎 . 𝟓𝟓 ( 𝟎𝟎 . 𝟑𝟑 + 𝟎𝟎 . 𝟐𝟐𝟐𝟐𝟓𝟓 )( 𝟐𝟐𝟐𝟐𝟎𝟎𝟎𝟎𝟎𝟎 ) 𝟐𝟐𝟐𝟐 , 𝟖𝟖𝟐𝟐𝟎𝟎 + 𝟑𝟑𝟓𝟓 , 𝟒𝟒𝟑𝟑𝟎𝟎 + 𝟓𝟓𝟐𝟐 , 𝟑𝟑𝟓𝟓𝟎𝟎 = 𝟎𝟎 . 𝟎𝟎𝟑𝟑𝟐𝟐 yrs = 𝟐𝟐𝟐𝟐 . 𝟑𝟑 days
ABE 32500 Soil and Water Resources Engineering 2 3. (2 pts) Wetlands - A surface flow wetland reduces nitrate nitrogen from a concentration of 48 mg/L to a concentration of 8 mg/L. The inflow stream is 33,400 m 3 /yr. The background concentration in the wetland is 4 mg/L. Compute the required size of this surface flow wetland. The wetland must reduce the nitrate nitrogen load from a concentration of 48 mg/L (C 1 ) to 8 mg/L (C 2 ), a reduction of 40 mg/L. The background load C * = 4 mg/L. The flow rate, q = 33,400 m 3 /yr. The rate constant from Table 12.3 for nitrate nitrogen is k = 35 m/yr for a surface flow wetland. The mass balance design equation for the surface flow wetland is: 𝐴𝐴 = 𝑞𝑞 𝑘𝑘 log 𝑒𝑒 𝐶𝐶 2 − 𝐶𝐶 𝐶𝐶 1 − 𝐶𝐶 , (eqn. 12.4) To get the required area, plug in the known variables and solve: 𝑨𝑨 = 𝟑𝟑𝟑𝟑𝟒𝟒𝟎𝟎𝟎𝟎 𝟑𝟑𝟓𝟓 𝐥𝐥𝐥𝐥𝐥𝐥 𝒆𝒆 𝟖𝟖 − 𝟒𝟒 𝟒𝟒𝟖𝟖 − 𝟒𝟒 = 𝟐𝟐 , 𝟐𝟐𝟖𝟖𝟖𝟖 𝒎𝒎 𝟐𝟐 4. (2 pts) Choose a local water system (e.g., a municipal system) and determine the source of its water and all of the treatment processes it uses. Are the treatment processes dependent on the season of the year? If so, why and how? Make sure that you document which system you are evaluating and where you got your information. Answer should address the questions based on an appropriate local water system and include adequate documentation (citations and references to relevant publications and websites).
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