Table 2: Computed and measured (using GOLF data) parameters for $\ell =1$ modes, including the mode mass correction for acoustic rates.
Mode Frequency Mode mass Height Width Supply rate

identification ( $\mu$ Hz) (kg) (m/s)²/Hz ( $\mu$ Hz) (Joule/s)

n=11 $\ell =1$ 1749.33 2.64e+23 133.19 0.26 1.23e+14

n=12 $\ell =1$ 1885.10 1.53e+23 256.89 0.28 1.58e+14

n=13 $\ell =1$ 2020.83 9.58e+22 303.58 0.47 3.32e+14

n=14 $\ell =1$ 2156.79 6.13e+22 516.56 0.54 4.65e+14

n=15 $\ell =1$ 2292.03 4.02e+22 717.22 0.74 8.05e+14

n=16 $\ell =1$ 2425.57 2.84e+22 1257.09 0.88 1.40e+15

n=17 $\ell =1$ 2559.24 2.19e+22 1981.39 0.94 1.96e+15

n=18 $\ell =1$ 2693.39 1.78e+22 3890.51 0.92 3.01e+15

n=19 $\ell =1$ 2828.15 1.48e+22 5669.65 0.94 3.78e+15

n=20 $\ell =1$ 2963.29 1.25e+22 11138.21 0.80 4.55e+15

n=21 $\ell =1$ 3098.16 1.07e+22 9901.91 1.08 6.28e+15

n=22 $\ell =1$ 3233.13 9.44e+21 12005.16 1.12 7.31e+15

n=23 $\ell =1$ 3368.56 8.48e+21 5356.12 1.84 7.90e+15

n=24 $\ell =1$ 3504.07 7.73e+21 2781.75 2.83 8.78e+15

n=25 $\ell =1$ 3640.39 7.07e+21 1678.01 3.85 9.00e+15

n=26 $\ell =1$ 3776.61 6.47e+21 831.83 5.90 9.57e+15

n=27 $\ell =1$ 3913.49 5.95e+21 522.33 8.09 1.04e+16

n=28 $\ell =1$ 4049.46 5.48e+21 331.52 10.73 1.07e+16

n=29 $\ell =1$ 4186.98 5.05e+21 236.70 12.69 9.84e+15

n=30 $\ell =1$ 4324.79 4.64e+21 147.81 16.39 9.42e+15

n=31 $\ell =1$ 4462.08 4.25e+21 108.15 17.35 7.07e+15

n=32 $\ell =1$ 4599.96 3.88e+21 78.85 26.42 1.09e+16

**Table 2:** Computed and measured (using GOLF data) parameters for $\ell =1$ modes, including the mode mass correction for acoustic rates.
Mode	Frequency	Mode mass	Height	Width	Supply rate
identification	( $\mu$ Hz)	(kg)	(m/s)²/Hz	( $\mu$ Hz)	(Joule/s)
n=11 $\ell =1$	1749.33	2.64e+23	133.19	0.26	1.23e+14
n=12 $\ell =1$	1885.10	1.53e+23	256.89	0.28	1.58e+14
n=13 $\ell =1$	2020.83	9.58e+22	303.58	0.47	3.32e+14
n=14 $\ell =1$	2156.79	6.13e+22	516.56	0.54	4.65e+14
n=15 $\ell =1$	2292.03	4.02e+22	717.22	0.74	8.05e+14
n=16 $\ell =1$	2425.57	2.84e+22	1257.09	0.88	1.40e+15
n=17 $\ell =1$	2559.24	2.19e+22	1981.39	0.94	1.96e+15
n=18 $\ell =1$	2693.39	1.78e+22	3890.51	0.92	3.01e+15
n=19 $\ell =1$	2828.15	1.48e+22	5669.65	0.94	3.78e+15
n=20 $\ell =1$	2963.29	1.25e+22	11138.21	0.80	4.55e+15
n=21 $\ell =1$	3098.16	1.07e+22	9901.91	1.08	6.28e+15
n=22 $\ell =1$	3233.13	9.44e+21	12005.16	1.12	7.31e+15
n=23 $\ell =1$	3368.56	8.48e+21	5356.12	1.84	7.90e+15
n=24 $\ell =1$	3504.07	7.73e+21	2781.75	2.83	8.78e+15
n=25 $\ell =1$	3640.39	7.07e+21	1678.01	3.85	9.00e+15
n=26 $\ell =1$	3776.61	6.47e+21	831.83	5.90	9.57e+15
n=27 $\ell =1$	3913.49	5.95e+21	522.33	8.09	1.04e+16
n=28 $\ell =1$	4049.46	5.48e+21	331.52	10.73	1.07e+16
n=29 $\ell =1$	4186.98	5.05e+21	236.70	12.69	9.84e+15
n=30 $\ell =1$	4324.79	4.64e+21	147.81	16.39	9.42e+15
n=31 $\ell =1$	4462.08	4.25e+21	108.15	17.35	7.07e+15
n=32 $\ell =1$	4599.96	3.88e+21	78.85	26.42	1.09e+16

Source LaTeX | All tables | In the text

	1 Introduction
	2 Assessing excitation rates from seismic measurements
	3 The different data sets used
	4 Data calibration
	5 Observation heights
	6 Measurements
	7 Results
	8 Discussion
	References