Hydrodynamic Modeling of a Tropical Tidal River Using the Dynamic Estuary Model (DYNHYD5): A Case Study in Sibu Laut River, Sarawak, Malaysia

Table 1

Summary of hydrodynamic data collected for the calibration and validation of DYNHYD5.

Date	Channel number	1	2	4	5	7	8	9	10	11	12	13	14	15
20.12.10, HT	Time	1543	1535	1441	1432	1359	1332	1255	1230	1033	1206	1147	1118	1055
	Flow (cms)			879.7	476.7		1209.6			127.4	5.8		5.0
	Mean depth (m)			9.9	8.0		14.1			3.5	3.3		3.1
20.1.11, HT	Time		1442	1410	1318
	Flow (cms)		2460.6	1251.7	364.3
	Mean depth (m)		8.7	9.5	6.4
24.1.11, LT	Time	918	956	1035	1126	1157
	Flow (cms)	3006.9	748.1	515.3	63.1	932.2
	Mean depth (m)	11.1	8.1	8.2	6.0	13.6
24.1.11, HT	Time	1701						1613	1545	1523	1405	1434	1451	1506
	Flow (cms)	1819.2						2179.8	1346.4	375.8	4.0	7.3	249.4	701.1
	Mean depth (m)	9.9						12.4	12.7	4.6	2.3	4.3	3.3	14.9
22.2.11, LT	Time						913	947	1009		1103	1047	1027
	Flow (cms)						4168.9	4840.4	4071.9		61.9	125.0	451.5
	Mean depth (m)						14.0	13.2	13.2		3.1	5.4	5.3
22.2.11, HT	Time						1428
	Flow (cms)						845.7
	Mean depth (m)						14.5

HT, high tide; LT, low tide.