Improved Huff Model for Estimating Urban Rail Transit Station Catchment Areas considering Station Choices

Table 2

The calculated variables of models.

Code	WS	PTAL	SQI	Aj	Code	WS	PTAL	SQI	Aj	Code	WS	PTAL	SQI	Aj
L1	0.258	0.298	0.034	0.210	M3	0.529	0.455	0.398	0.470	R4	0.588	0.527	0.630	0.580
L2	0.331	0.252	0.023	0.223	M4	0.552	0.444	0.427	0.484	R5	0.609	0.518	0.607	0.579
L3	0.469	0.405	0.052	0.336	M5	0.583	0.438	0.920	0.628	R6	0.573	0.463	0.584	0.541
L4	0.341	0.301	0.069	0.255	M6	0.558	0.413	0.948	0.617	R7	0.783	0.641	0.641	0.699
L5	0.361	0.302	0.086	0.268	M7	0.561	0.501	0.908	0.636	R8	0.721	0.538	0.607	0.632
L6	0.678	0.628	0.109	0.508	M8	0.571	0.663	0.885	0.685	R9	0.674	0.526	0.578	0.601
L7	0.724	0.649	0.092	0.529	M9	0.641	0.608	0.954	0.715	R10	0.622	0.487	0.601	0.573
L8	0.765	0.413	0.040	0.457	M10	0.886	0.419	0.937	0.750	R11	0.636	0.521	0.612	0.593
L9	0.806	0.361	0.126	0.480	M11	0.746	0.453	0.983	0.716	R12	0.654	0.548	0.624	0.612
L10	0.834	0.422	0.166	0.522	M12	0.759	0.618	0.937	0.762	R13	0.636	0.546	0.549	0.584
L11	0.816	0.452	0.161	0.523	M13	0.783	0.668	0.977	0.799	R14	0.586	0.481	0.555	0.544
L12	0.715	0.418	0.143	0.466	M14	0.824	0.753	1.000	0.849	R15	0.543	0.638	0.567	0.580
L13	0.733	0.621	0.097	0.526	M15	0.729	0.593	0.937	0.742	R16	0.421	0.391	0.584	0.455
L14	0.767	0.798	0.080	0.592	M16	0.696	0.571	0.954	0.726	R17	0.383	0.316	0.572	0.413
L15	0.638	0.709	0.115	0.519	M17	0.621	0.534	0.903	0.669	R18	0.184	0.161	0.589	0.286
L16	0.619	0.583	0.097	0.467	M18	0.489	0.518	0.828	0.590	R19	0.132	0.153	0.291	0.182
L17	0.512	0.418	0.000	0.344	M19	0.449	0.319	0.794	0.500	R20	0.159	0.089	0.561	0.245
L18	0.453	0.571	0.075	0.389	M20	0.331	0.382	0.868	0.492	R21	0.198	0.122	0.589	0.279
L19	0.533	0.489	0.109	0.404	R1	0.158	0.184	0.544	0.270	R22	0.084	0.062	0.578	0.210
M1	0.442	0.512	0.421	0.459	R2	0.403	0.427	0.561	0.453	R23	0.071	0.108	0.549	0.212
M2	0.502	0.447	0.364	0.447	R3	0.528	0.593	0.612	0.572	R24	0.038	0.073	0.532	0.183