Study of the Flood Frequency Based on Normal Transformation in Arid Inland Region: A Case Study of Manas River in North-Western China

Table 3

The design flood peak discharge at specified frequency of normal distribution (Box–Cox).

Box–Cox transformation
1	4.8478894	16	5.4650952	31	5.7356066	46	6.0101125
2	4.9688762	17	5.4852734	32	5.7521198	47	6.0319379
3	5.0462946	18	5.5050398	33	5.7694154	48	6.0547928
4	5.1051820	19	5.5244768	34	5.7862992	49	6.0786772
5	5.1537744	20	5.5433372	35	5.8035948	50	6.1033852
6	5.1953662	21	5.5618682	36	5.8208904	51	6.1301522
7	5.2324282	22	5.5799874	37	5.8381860	52	6.1581546
8	5.2653722	23	5.5981066	38	5.8558934	53	6.1886278
9	5.2958454	24	5.6158140	39	5.8740126	54	6.2215718
10	5.3238478	25	5.6331096	40	5.8921318	55	6.2586338
11	5.3506148	26	5.6504052	41	5.9106628	56	6.3002256
12	5.3753228	27	5.6677008	42	5.9295232	57	6.3488180
13	5.3992072	28	5.6845846	43	5.9489602	58	6.4077054
14	5.4220621	29	5.7018802	44	5.9687266	59	6.4851238
15	5.4438875	30	5.7183934	45	5.9889048	60	6.6061106