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Gauge-discharge relationship and discharge at 10.5 m

Short answer

Using log-log regression with a=7.5 m, the rating equation is Q=275.5(G–7.5)^1.456, correlation r=0.991. For G=10.5 m, Q≈1364 m³/s.

Following are the data of gauge and discharge collected at a particular section of the river by stream gauging operation.

i) Develop a gauge-discharge relationship for this stream at this section for use in estimating the discharge for a known gauge reading. What is the coefficient of correlation of the derived relationship? Use a = 7.5 m for the gauge corresponding to zero discharge.

ii) Estimate the discharge corresponding to a gauge reading of 10.5 m at this gauging station.

Gauge reading (m)Discharge (m3^3/s)Gauge reading (m)Discharge (m3^3/s)
7.65158.48170
7.7308.98400
7.77579.30600
7.8399.5800
7.96010.51500
7.9110011.12000
8.0815011.72400

(i) Rating equation

Use Q=C(G−a)bQ = C(G-a)^b with a=7.5a = 7.5 m. Taking logs: log⁡Q=log⁡C+blog⁡(G−a)\log Q = \log C + b\log(G-a), a straight line y=log⁡C+b xy = \log C + b\,x with x=log⁡(G−a)x=\log(G-a), y=log⁡Qy=\log Q.

G (m)G - a (m)Qx = log(G-a)y = log Q
7.650.1515-0.82391.1761
7.70.2030-0.69901.4771
7.770.2757-0.56861.7559
7.80.3039-0.52291.5911
7.90.4060-0.39791.7782
7.910.41100-0.38722.0000
8.080.58150-0.23662.1761
8.480.98170-0.00882.2304
8.981.484000.17032.6021
9.31.806000.25532.7782
9.52.008000.30102.9031
10.53.0015000.47713.1761
11.13.6020000.55633.3010
11.74.2024000.62323.3802

With n=14n=14: ∑x=−1.2617\sum x=-1.2617, ∑y=32.3255\sum y=32.3255, ∑x2=3.2388\sum x^2=3.2388, ∑xy=1.6364\sum xy=1.6364, ∑y2=81.3787\sum y^2=81.3787.

b=n∑xy−∑x∑yn∑x2−(∑x)2=1.4558b=\frac{n\sum xy-\sum x\sum y}{n\sum x^2-(\sum x)^2}=1.4558 log⁡C=∑y−b∑xn=2.4402  ⇒  C=275.5\log C=\frac{\sum y-b\sum x}{n}=2.4402\;\Rightarrow\; C=275.5

Rating equation: Q=275.5 (G−7.5)1.456Q = 275.5\,(G-7.5)^{1.456} (m3^3/s)

Coefficient of correlation

r=n∑xy−∑x∑y[n∑x2−(∑x)2][n∑y2−(∑y)2]=0.9913r=\frac{n\sum xy-\sum x\sum y}{\sqrt{[n\sum x^2-(\sum x)^2][n\sum y^2-(\sum y)^2]}}=0.9913

The high value shows a very good fit to the log-log straight line.

(ii) Discharge at G = 10.5 m

Q=275.5×(10.5−7.5)1.456=275.5×31.456=1364 m3/sQ = 275.5\times(10.5-7.5)^{1.456} = 275.5\times3^{1.456} = 1364\ \text{m}^3/\text{s}

Answer: Q=275.5(G−7.5)1.456Q=275.5(G-7.5)^{1.456}, r=0.991r=0.991; Q(10.5 m)≈1364Q(10.5\ \text{m})\approx 1364 m3^3/s (the measured value is 1500 m3^3/s, so the fit is about 9 % low at this stage).

✓ Answer checked by Claude Sonnet 5.5

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