3). In part due to flow regulation, water consumption over the watershed increased from 153.9 × 108 m3/yr in the 1950s to 422.3 × 108 m3/yr during 2000–2005 (Peng and Chen, 2009), resulting in declining water and sediment discharges to the sea (Wang et al., 2006 and Wang et al., 2007). Average suspended sediment concentration of the Huanghe water to the sea during 1950–1999 approached 25.5 kg/m3 (Wang et al., 2010). After the construction of the Xiaolangdi reservoir, however, the dam trapped substantial amounts of coarse sediment. The silt-laden

VX-809 order river has become cleaner, and average suspended sediment concentration of the Huanghe water to the sea during 2000–2012 was as low as 8.3 kg/m3, only 32.5% of the pre-2000 level. The average annual suspended sediment concentration during

2000–2012 fluctuated slightly from 4.4 to 19.2 kg/m3 (Table 4) a smaller range in comparison with 10–50 kg/m3 during 1950–1999 (Wang et al., 2010). These changes can be mainly attributed to dam entrapment of sediment. The elevated riverbed of the lower Huanghe is a result of successive sedimentation of coarse sediment carried by the river. The average grain size of surface PLX3397 mw sediment (collected in 2002) decreases from Gaocun station to the river mouth (as shown in Fig. 4A), reflecting the sedimentation process in the lower reaches. Since the beginning of WSM, however, both the suspended sediment concentration and average grain size increase from Huayuankou to Lijin, mainly due to intense riverbed scouring. Therefore, the initiation of WSM in 2002 caused a shift from sedimentation to erosion in the riverbed of the lower reaches. By 2011, up to 3.9 × 108 t sediment had been scoured during WSM, and the riverbed was lowered by ∼2 m. The scoured material provides an important source of fluvial sediment to the sea. During WSM in 2002–2010, the scoured sediments provided ∼60% of the fluvial sediments

to the sea, more than those directly released from the Xiaolangdi reservoir. Moreover, the scoured sediment is mostly sand, leading to an increase in grain-size for the suspended sediment from Xiaolangdi to Lijin (see Fig. 4A). Data at Lijin station reveals that the average grain size of sediment had increased from an average of 18 μm during 1950–1999 (Wang et al., 2010), to 24 μm during 2002–2012 (Table 4). This combined effect of sediment entrapment mafosfamide and riverbed scouring is depicted in Fig. 4B. Trapping by the Xiaolangdi dam leads to significantly-decreased suspended sediment concentration of the water entering the lower reaches, whereas average suspended sediment concentration and grain size increase in a stepwise fashion owing to scouring of the riverbed during the journey from Xiaolangdi to the sea, as shown in Fig. 4B. The transport of sediment through river channels has major consequences for public safety, management of water resources, and environmental sustainability (Frey and Church, 2009).