Impacts of Hydrometeor Drift on Orographic Precipitation: Two Case Studies of Landfalling Atmospheric Rivers in British Columbia, Canada

Ruping Mo National Laboratory-West, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Melinda M. Brugman National Laboratory-West, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Jason A. Milbrandt Meteorological Research Division, Environment and Climate Change Canada, Dorval, Quebec, Canada

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James Goosen Pacific Storm Prediction Centre, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Quanzhen Geng Pacific Storm Prediction Centre, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Christopher Emond Pacific Storm Prediction Centre, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Jonathan Bau Pacific Storm Prediction Centre, Environment and Climate Change Canada, Vancouver, British Columbia, Canada

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Amin Erfani Canadian Meteorological Centre, Environment and Climate Change Canada, Dorval, Quebec, Canada

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Abstract

Two severe winter storms in 2016 and 2017 caused by landfalling atmospheric rivers over British Columbia (BC) are investigated in this study. Our main concern is the impact of hydrometeor drift on the orographic precipitation. It is shown that the dominant contribution to the windward orographic precipitation was from the horizontal moisture convergence. The precipitation distributions across southern BC were also influenced by the convergence/divergence of condensed water due to the wind-driven effect on hydrometeors. Observed hourly and daily precipitation amounts are used to verify the performances of three Canadian numerical weather prediction systems. Our results indicate that these operational systems were capable of predicting the general features of orographic precipitation in BC. However, the two coarse-resolution systems used a diagnostic precipitation scheme that does not fully simulate the hydrometeor drift process. The High-Resolution Deterministic Prediction System (HRDPS) with a prognostic precipitation scheme was substantially more accurate and skillful in predicting the upwind precipitation as well as the spillover of precipitation on the leeward slopes for these two storms. There was evidence suggesting that the spillover effect was overpredicted by the HRDPS due to a systematic bias originating in the model microphysics. This problem has been improved in the current HRDPS with a new microphysics scheme. Based on our atmospheric water balance analysis, we also proposed two postprocessing schemes that could be applied to improve the quantitative precipitation forecasts of the diagnostic precipitation schemes.

Denotes content that is immediately available upon publication as open access.

For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: Dr. R. Mo, ruping.mo@canada.ca

Abstract

Two severe winter storms in 2016 and 2017 caused by landfalling atmospheric rivers over British Columbia (BC) are investigated in this study. Our main concern is the impact of hydrometeor drift on the orographic precipitation. It is shown that the dominant contribution to the windward orographic precipitation was from the horizontal moisture convergence. The precipitation distributions across southern BC were also influenced by the convergence/divergence of condensed water due to the wind-driven effect on hydrometeors. Observed hourly and daily precipitation amounts are used to verify the performances of three Canadian numerical weather prediction systems. Our results indicate that these operational systems were capable of predicting the general features of orographic precipitation in BC. However, the two coarse-resolution systems used a diagnostic precipitation scheme that does not fully simulate the hydrometeor drift process. The High-Resolution Deterministic Prediction System (HRDPS) with a prognostic precipitation scheme was substantially more accurate and skillful in predicting the upwind precipitation as well as the spillover of precipitation on the leeward slopes for these two storms. There was evidence suggesting that the spillover effect was overpredicted by the HRDPS due to a systematic bias originating in the model microphysics. This problem has been improved in the current HRDPS with a new microphysics scheme. Based on our atmospheric water balance analysis, we also proposed two postprocessing schemes that could be applied to improve the quantitative precipitation forecasts of the diagnostic precipitation schemes.

Denotes content that is immediately available upon publication as open access.

For information regarding reuse of this content and general copyright information, consult the AMS Copyright Policy (www.ametsoc.org/PUBSReuseLicenses).

Corresponding author: Dr. R. Mo, ruping.mo@canada.ca

1. Introduction

Precipitation over complex terrain is one of the most difficult meteorological phenomena to measure, model, and predict. Heavy orographic precipitation can trigger severe floods, landslides, and avalanches. With insufficient rain gauge density and radar coverage in a mountainous region, operational forecasters have to rely heavily on the guidance of numerical weather prediction (NWP) systems for their routine quantitative precipitation forecasts (QPFs). However, the raw model QPFs over complex terrain are still prone to large errors, mainly because the relative importance of orographic forcing mechanisms is neither fully understood nor adequately represented by the operational NWP systems (Ibbitt et al. 2000; Wulfmeyer et al. 2011; Geng et al. 2012; Milbrandt et al. 2014; Bližňák et al. 2017). In addition, finescale precipitation processes are often parameterized in some low-resolution models, adding potential sources of systematic errors in the raw model QPFs. Therefore, some statistical calibration or postprocessing methods are often applied to correct model biases and produce more reliable model guidance for operational forecasting applications (e.g., McCollor and Stull 2008; Robertson et al. 2013; Li et al. 2017). There are also contemporary modeling techniques, such as artificial and computational intelligence methods, which can be combined with the model QPFs and applied to hydrological forecasts over mountainous regions (Cheng et al. 2005; Wu and Chau 2011; Taormina et al. 2015).

One of the difficulties with predicting orographic precipitation is related to the wind-driven effect on the condensed water and ice droplets (hydrometeors) in the atmosphere (Hobbs et al. 1973; Browning et al. 1974; Chu et al. 1997; Sinclair et al. 1997; Ralph et al. 2003; Geng et al. 2012). Over flat terrain, the flow and precipitation are generally uniform across a large spatial domain, and the wind-driven phenomenon is a simple advective process that carries the falling hydrometeors downstream about a distance proportional to the mean wind speed. The impacts of hydrometeor drift on the precipitation distribution are generally minor thanks to the weak convergence or divergence of condensed water in the atmosphere. In mountainous regions, the orographic condensation due directly to the lifting of moist air up the mountain slopes usually has a complicated spatial distribution. The wind-driven effect can lead to the “spillover” phenomenon, which refers to a situation when the hydrometeors forming over the upwind side are advected downwind to fall as precipitation in the rain-shadow region in the leeward side (Fletcher 1951; Elliott and Hovind 1964; Browning et al. 1974, 1975; Hill et al. 1981; Tuller 1987; Sinclair et al. 1997; Chater and Sturman 1998; Medina et al. 2005; Zängl and Hornsteiner 2007; Brugman and MacDonald 2008; Underwood et al. 2009; Siler et al. 2013; Mass et al. 2015; Siler and Durran 2016). Previous studies have demonstrated that the hydrometeor drift and spillover over complex terrain are very sensitive to the atmospheric stratification, vertical moisture and wind profiles, freezing level height, and subtle interactions between airflow dynamics and cloud microphysics (Colle 2004; Zängl 2005, 2007; Wastl and Zängl 2010; Kaplan et al. 2012; Stoelinga et al. 2013; Siler and Roe 2014; Siler and Durran 2016). Operational forecasters expect that these complicated issues are handled adequately by the NWP systems. Otherwise the model QPFs in mountainous regions should be reevaluated and adjusted accordingly.

In this paper we present two case studies of winter heavy precipitation events to illustrate the major impacts of hydrometeor drift on the operational weather forecasting in complex terrain. Our main goals are to acquire a better understanding of the temporal-spatial variability of orographic precipitation under similar circumstances, and to help operational forecasters develop a robust conceptual model for their prognostic assessment of orographic precipitation. The two selected events occurred in the Canadian western province of British Columbia (BC) during 26–28 January 2016 and 16–18 January 2017, respectively. They were the typical severe winter storms that can be attributed to a phenomenon called “atmospheric river” (AR): a long, narrow, and transient corridor of strong water vapor transport (Newell et al. 1992; Zhu and Newell 1994, 1998; Ralph et al. 2004, 2017, 2019; Mo and Lin 2019; American Meteorological Society 2019). A snapshot of the January 2016 storm is shown in Fig. 1. The elongated cloud band in the satellite imagery indicates a strong AR that originated in the subtropical Northwest Pacific. Its landfall produced heavy rain in many BC coastal communities, especially on Vancouver Island where widespread floods occurred (Bell and Harnett 2016; Brian 2016; Titian 2016). This AR also penetrated inland and impacted the Rocky Mountains. It was partially blamed for the massive avalanche near McBride, BC on 29 January 2016 that killed five snowmobilers (Lindsay 2016). Because of some uncertainty related to hydrometeor drift in the NWP guidance, this winter storm posed a significant challenge to operational meteorologists at the Pacific Storm Prediction Centre. A similar scenario was seen in the January 2017 storm. The similarity of these two storms allows a better assessment of hydrometeor drift in our study.

Fig. 1.
Fig. 1.

Infrared imagery of weather satellite and frontal analysis showing an atmospheric river making landfall in British Columbia at 0000 UTC 28 Jan 2016. Evidence of flooding over Vancouver Island is shown in a photograph taken by Rose-Ann Michael around the same time (Titian 2016).

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

The major forecast challenges for these two winter storms were to correctly identify regions with heavy precipitation potential and issue useful timely warnings to the public and decision makers accordingly. The forecast guidance provided by the three operational NWP systems of Environment and Climate Change Canada (ECCC) contained large uncertainty in the medium-range forecasts (up to seven days) for these storms. In the short-range forecasts (up to two days), there were some substantial differences in the model QPF distributions. In both cases, some of the model discrepancy can be attributed to the impact of hydrometeor drift, which was explicitly predicted by a high-resolution (2.5-km horizontal grid spacing) system that uses a detailed bulk microphysics scheme with prognostic precipitation (i.e., hydrometeors are advected horizontally by the dynamical model), but not by the other two lower-resolution (25- and 10-km grid spacing) systems that use a simple condensation scheme with diagnostic precipitation (i.e., hydrometeors are assumed to fall instantly to the ground as precipitation, with no further horizontal advection). For example, the first storm produced only 28 mm of rainfall at the Vancouver International Airport for the 24-h period ending at 1800 UTC 28 January 2016. The high-resolution model gave a QPF of 24 mm, while the amounts predicted by the other two models were 85 mm and 74 mm, respectively. Note that the public rainfall warning criterion for Metro Vancouver is 50 mm within a 24-h period. For the high-resolution model system, the predicted amount for this station was slightly less than the observation. Although this is not much of a difference for this storm, it is not clear whether the hydrometeor drift process was correctly predicted by the model microphysics scheme (Garvert et al. 2005a,b; Milbrandt et al. 2008, 2010). These important practical and research questions will be addressed and some possible solutions will be explored in the present study. We also intend to help operational forecasters better understand the role of landfalling ARs in modulating extreme precipitation events over complex terrain.

The remainder of this paper is organized as follows. Section 2 provides an overview of the atmospheric water balance requirements and their implications in the orographic precipitation analysis. The physical geography of southern BC, data, and NWP systems used in this study are described in section 3. The two AR-enhanced winter storms and the corresponding model predictions are analyzed in sections 4 and 5, respectively. Concluding remarks are given in section 6.

2. The atmospheric water balance and precipitation

Heavy precipitation requires sufficient moisture supply in the atmosphere and some mechanisms to lift the moisture for condensation. Because of the conservation of water in the atmosphere, any local change of water content can only occur through the addition or subtraction of water in vapor, liquid, and/or ice phases. Therefore, at an instant t and a given spatial location (x,y,p), the general balance equation for the atmospheric water content can be expressed as follows (see Peixoto 1973):
[qt+(qVh)+(qω)p]+[qct+(qcVh)+(qcωc)p]=0,
where q is the specific humidity, Vh is the horizontal wind vector on an isobaric level, =/x+/y is a horizontal operator, p is the pressure used as vertical coordinate, ω=dp/dt is the vertical p velocity, qc is the specific water in the condensed (liquid and/or solid) phase, and ωc is the local mean vertical velocity of hydrometeors.
Equation (1) can be vertically integrated from Earth’s surface to the top of atmosphere. The resulting equation can be given as
P=E(W+Wc)/t(Q+Qc)+(Cwv+Ccw),
where CwvQ, CcwQc, and
(W,Wc,Q,Qc)=g1ptpb(q,qc,qVh,qcVh)dp.
In the above equations, g is the acceleration due to gravity; pb and pt are pressures at the base and top of the air column, respectively; P and E are the rates of liquid-equivalent precipitation and evaporation measured at Earth’s surface, respectively; W is the vertically integrated water vapor (IWV; also known as the precipitable water); Wc is the integrated condensed water (ICW); Q is the integrated water vapor flux (IWVF); and Qc is the integrated condensed water flux (ICWF). The magnitude of IWVF, |Q|, is often referred to as the integrated vapor transport (IVT) in the atmospheric river analysis. For convenience, we also use Cwv and Ccw to represent the convergences of IWVF and ICWF, respectively. Some studies use a simpler version of Eq. (2) by ignoring the tendency and transport of condensed water (e.g., Palmén and Newton 1969; Trenberth and Guillemot 1998; Moore and Holdsworth 2007; Cordeira et al. 2013). Note that each term in Eq. (2) is expressed in a unit of mass per unit area per unit time. If this unit is given as kilograms per square meter per second (kg m−2 s−1), then it is equivalent to a precipitation rate in millimeters per second (mm s−1), assuming a water density of 1000 kg m−3.

Equation (2) decomposes the precipitation rate into five interrelated components. When the equation is averaged over a large area and for a long period, the balance is often dominated by precipitation P, evaporation E, and moisture convergence Cwv (e.g., Palmén and Newton 1969). For a synoptic-scale heavy precipitation event, P and Cwv become the dominant components in Eq. (2), and the contribution from local evaporation is often negligible (e.g., Mo and Lin 2019). When a large amount of moisture converges into an unsaturated air column (Cwv>0), the immediate consequence is a rapid increase of precipitable water (W/t>0). For precipitation to occur, some physical mechanisms may be required to set up the vertical motion necessary to produce condensation, which lead to W/t<0 and Wc/t>0. A fraction or all of the condensed water may not fall straight down to the surface as local precipitation. Some condensed water droplets may either float in the air as cloud, evaporate/sublimate in the subcloud layer, or be advected out of the air column by strong winds. Note that, although the hydrometeor drift is an advective process, its net contribution to precipitation at a given location is related to the difference between influx and outflux of hydrometeors in the air column aloft. This difference is measured by the convergence of ICWF (Ccw). This term can be at times as important as the convergence of IWVF (Cwv), or at least as large as W/t, as pointed out by Peixoto (1973). Under such circumstances, the impact of hydrometeor drift cannot be disregarded. Some applications of Eq. (2) in the AR analysis will be illustrated in section 4.

3. Geography, data, and NWP systems

a. Physical geography in southern BC

As shown in Fig. 2, there are four major mountain ranges in southern BC: 1) the Vancouver Island Ranges, 2) the Coast–Cascade Mountains, 3) the Columbia Mountains, and 4) the Rocky Mountains. The Lower Mainland, which includes Metro Vancouver and the Lower Fraser Valley, is the most populous area (about 60% of the provincial total population). The climate in coastal BC is dominated by the onshore flow of moist Pacific airstreams, with the windward outer coast of Vancouver Island receiving the greatest precipitation amounts. Some of the most severe rainfall events in this region can be attributed to landfalling ARs (Mo 2016; Cruickshank 2019). The eastern side of the Vancouver Island Ranges, on the other hand, has a less rainy climate; the Olympic Mountains in Washington State also act as a barrier to marine air masses traveling through coastal BC, leaving some regions, including the southwestern section of Metro Vancouver, in its rain shadow (Hare and Thomas 1979; Lange 1998).

Fig. 2.
Fig. 2.

(a) Topographical features across southern British Columbia. Lower Mainland consists of Metro Vancouver (MV) and the Lower Fraser Valley (LFV). The blue dashed lines are drawn to indicate the approximate crest locations of the Vancouver Island Ranges and the Coast–Cascade Mountains. The cyan dashed lines correspond to the Thompson River Valley, the Okanagan Valley, and the Coquihalla Highway, respectively. These dashed lines also appear in some other figures for geo-reference. (b) Locations and identifiers of 151 weather stations, from which hourly meteorological observations are available for this study. Some of the three-letter identifiers were defined by the Pacific Storm Prediction Centre for internal use.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

The Coast–Cascade Mountains act as the second major barrier to the Pacific air masses, leaving the BC interior with a much drier and more continental climate. This is particularly true in the southwestern interior, including the Thompson River Valley and the Okanagan Valley. The eastward processions of some Pacific disturbances may bring cloud and precipitation to the region. However, amounts are usually small in the valleys due to the rain-shadow effect. Areas farther east on the windward slopes of the Columbia Mountains tend to experience heavier precipitation.

b. Observed precipitation data

Observed precipitation data were collected from 176 weather stations across southern BC. The locations and three-letter identifiers of 151 weather stations are plotted in Fig. 2b. The other 25 stations will be indicated in two zoomed maps later. These weather stations were managed by several agents, including ECCC, the BC Wildfire Service (station IDs starting with “F”), and the BC Ministry of Transportation and Infrastructure (stations IDs starting with “H”). Most of these precipitation data were automatically measured. Given the challenges related to the measurement of solid precipitation (e.g., Rasmussen et al. 2012), some autostations with a tipping-bucket gauge cannot provide reliable precipitation data when the station temperature is below or near the freezing point. Wind is another important factor that can reduce catch efficiency if the gauge is not properly shielded and conditions are very windy. Our selected precipitation data were validated and double checked to minimize errors associated with these problems. In particular, some autostations reported hourly precipitation amount increasing rapidly when temperature increased across the freezing mark. These questionable observations were not used in this study.

c. The NWP systems

Meteorological data from the three operational NWP systems of ECCC are also used to analyze the two storms. These models are 1) the Global Deterministic Prediction System (GDPS-25km) operating on a Yin–Yang grid with horizontal grid spacing varying from 17 km to 25 km (Côté et al. 1998; Girard et al. 2014; Qaddouri et al. 2015), 2) the 10-km Regional Deterministic Prediction System (RDPS-10km; Caron et al. 2016), and 3) the 2.5-km High-Resolution Deterministic Prediction System (HRDPS-2.5km; Milbrandt et al. 2016). All of these systems use the Global Environmental Multiscale (GEM) model of ECCC (Côté et al. 1998; Girard et al. 2014). Operational meteorologists across Canada rely heavily on the guidance of these NWP systems in their weather forecasting and warning processes.

In the GDPS-25km and RDPS-10km, condensation and precipitation are represented in a similar way, with the MoisTKE scheme for cloudy boundary layer (Mailhot et al. 2006), the Kain-Fritsch scheme (Kain 2004) for deep convection, the Kuo transient scheme (Kuo 1974; Bélair et al. 2005) for shallow convection, and the modified Sundqvist scheme (Sundqvist 1978; Pudykiewicz et al. 1992) for gridscale condensation. The Sundquist scheme advects nonsedimenting condensate (cloud droplets/ice crystals), but it does not advect precipitating hydrometeors (rain/snow). It is assumed that the precipitating hydrometeors fall instantaneously to the ground. Therefore, the impact of hydrometeor drift on the QPF is not taken into account in these two coarse-resolution systems. This can be problematic for forecasting precipitation distribution in mountainous terrain, where Ccw can sometimes be comparable to Cwv in Eq. (2).

On the other hand, the HRDPS-2.5km running at near cloud-resolving scale has a better representation of orography and other important sources of topographic forcing, as compared to the two coarser-resolution systems. For the predictions of the two winter storms in 2016 and 2017, the clouds and precipitation in the HRDPS-2.5km were computed using a combination of the Kuo transient shallow convection scheme and the double-moment version of the Milbrandt and Yau (2005a,b) bulk microphysics (MY2) scheme, which allows explicit prediction of moisture-hydrometeor conversion and hydrometeor movement in the atmosphere. Therefore, the hydrometeor drift effect is taken into account in the QPF field of the HRDPS. This represents a distinct benefit for precipitation prediction over complex terrain.

On 18 September 2018, the operational HRDPS-2.5km was upgraded to a new cloud microphysics, the Predicted Particle Properties (P3) scheme, in which all ice-phase particles are represented by several physical properties that evolve freely in time and space (Morrison and Milbrandt 2015; Morrison et al. 2015; Milbrandt et al. 2016). The advantage of the P3 scheme over the MY2 scheme will be demonstrated in section 5.

4. The 26–28 January 2016 storm

a. Synoptic analysis

As shown in Fig. 1, an intense winter frontal system moved across BC during 26–28 January 2016. Through this 3-day period, the synoptic conditions were characterized by an intense extratropical cyclone in the Northeast Pacific and an anticyclone centered over the Rocky Mountains, as represented by the mean sea surface pressure (MSLP) and 500-hPa geopotential height (Z500) patterns in Fig. 3. The cyclone initiated off the east coast of Japan on 23 January, and deepened rapidly as it traveled across the North Pacific Ocean. By 0000 UTC 27 January (1600 PST 26 January), the cyclone became vertically stacked from the surface through the 500-hPa level. Associated with this occluded cyclone was a long cold front trailing southwestward into the subtropical Northwest Pacific and a warm front heading toward northern BC. Twelve hours later at 1200 UTC (Figs. 3c,d), the warm front made landfall and the MSLP at the cyclonic center had risen from 950 to 955 hPa. By 0000 UTC 28 January (Fig. 3e), the cyclone had weakened further, with the minimum MSLP rising to 962 hPa. By this time, the cold front had made landfall on the BC Central Coast. It moved slowly across southern BC and reached Metro Vancouver around 1200 UTC (Fig. 3f).

Fig. 3.
Fig. 3.

(a), (c), (e), (f) MSLP (contour interval: 4 hPa) with frontal analysis and (b), (d) Z500 (contour interval: 6 dam) during 27–28 Jan 2016, based on the GDPS-25km analysis (0-h prediction).

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Through this period, the robust presence of the high pressure system centered over the Rocky Mountains also had a major influence on the storm development. Its extension over the subtropical Northeast Pacific not only acted to slow down the passage of the front across BC, but also helped to strengthen the pre-cold-frontal low-level jet (LLJ) and the associated AR.

b. Atmospheric river analysis

Atmospheric rivers can be generally defined as long, narrow, and transient corridors of strong horizontal water vapor transport (American Meteorological Society 2019). For operational forecast applications on the west coast of Canada, a simple IVT-based AR definition is used: an elongated area with a minimum IVT threshold of 250 kg m−1 s−1, a minimum length of 1500 km, and a length/width ratio > 2 (cf. Rutz et al. 2014; Wick 2014; Guan and Waliser 2015; Mahoney et al. 2016; Mo and Lin 2019).

Figure 4 shows four snapshots of the IWVF/IVT distributions during the January 2016 storm. At 0000 UTC 27 January, a strong AR can be identified ahead of the cold front (Fig. 4a). It brought warm, moist air to the coastal waters off Vancouver Island by 1200 UTC (Fig. 4b), and made landfall on the BC South Coast around 1800 UTC (not shown). It produced the heaviest rainfall on West Vancouver Island in the following six hours (Fig. 4c), and weakened markedly as it reached the Washington and Oregon coasts around 1200 UTC 28 January (Fig. 4d).

Fig. 4.
Fig. 4.

Distributions of the vertically integrated water vapor flux vector Q and the corresponding IVT, |Q| (color shaded; kg m−1 s−1) during 27–28 Jan 2016, based on the GDPS-25km analysis (0-h prediction). The vertical integration is from Earth’s surface to the 100-hPa level. The red dashed line from A to B in (c) is used to create the vertical cross-section charts in Fig. 5.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

The vertical structure of the AR at 0000 UTC 28 January is shown in Fig. 5. The cross-section line is from A to B in Fig. 4c. The thick blue lines correspond to the 308-K contour of the equivalent potential temperature (EPT); they were drawn to highlight the boundaries between the warm and cold air masses. In Fig. 5a, the blue line on the left can be considered as the cold front below an upper-level jet, and there was an LLJ between the 850 and 950 hPa levels at a distance about 250 km ahead of this cold front. In Fig. 5b, the area with the magnitude of water vapor flux (WVF) greater than 150 g m−2 s−1 can be considered as the AR core that was collocated with the LLJ seen in Fig. 5a. The width of this area is about 450 km, which is close to the width of the AR bounded laterally by the positions of IVT = 500 kg m−1 s−1 in Fig. 4c.

Fig. 5.
Fig. 5.

Vertical cross sections along the red dashed line from A to B in Fig. 4c, based on the GDPS-25km analysis valid at 0000 UTC 28 Jan 2016. (a) Wind speed (color shaded; m s−1) and EPT (solid lines; contour interval: 2 K). (b) WVF (color shaded; g m−2 s−1) and specific humidity (solid lines; contour interval: 1 g kg−1). The thick blue lines represent the 308-K contour of EPT in (a).

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Benton and Estoque (1954) noted that a substantial supply of water vapor is necessary for heavy precipitation, but that a large moisture flux is not a sufficient condition for heavy precipitation. As shown in Eq. (2), the precipitation rate is directly linked to the convergence rather than the strength of IWVF. Along the moist jet stream of an AR, significant hydrometeor drift is also expected, and its impact on the precipitation rate is measured by the convergence of ICWF.

Figure 6 shows the five components on the right-hand side of Eq. (2) valid at 0000 UTC 28 January 2016 (cf. Moore and Holdsworth 2007). They were calculated from the GDPS-25km predictions initialized at 0000 UTC 27 January. Note that the archived model data are available only every hour, and they do not include the evaporation rate and tendencies of water content. Here we calculated W/t and Wc/t at 0000 UTC based on the predicted W and Wc for 2300 UTC (1 h before) and 0100 UTC (1 h after). The evaporation rate in Fig. 6e was estimated from the near-surface upward latent heat flux FLHs (i.e., E=FLHs/Lυ, where Lυ=2.501×106J kg1 is the latent heat of vaporization) (cf. Cordeira et al. 2013).

Fig. 6.
Fig. 6.

The five components from the decomposition of precipitation rate in Eq. (2), valid at 0000 UTC 28 Jan 2016, based on the GDPS-25km 24-h prediction initialized at 0000 UTC 27 Jan. Positive values are color coded, and negative values are contoured by white dashed lines for −0.1, −0.2, …, −20.0 mm h−1 (i.e., negative values on the color bar). (a) Convergence of IWVF. (b) Convergence of ICWF. (c) Tendency of IWV. (d) Tendency of ICW. (e) Evaporation rate. (f) The sum of the five components.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

In Fig. 6a, the highest horizontal moisture convergences (i.e., areas with Cwv>4 mm h−1) occurred on the windward slopes of the coastal mountain ranges. Here, the landfalling AR not only brought in a large amount of moisture from remote sources, but also forced the moist air to converge and rise. The rain-shadow effect is reflected by the local minimum values of Cwv on the leeward slopes. Modest moisture convergences also occurred on the windward slopes of the Columbia Mountains and ahead of the warm front in Central Alberta.

The impact of hydrometeor drift on the precipitation rate is represented by the horizontal convergence of condensed water (Ccw) in Fig. 6b. It appears that this component is about 3–20 times smaller than Cwv in Fig. 6a in most areas. There were four significant dipole patterns with Ccw<0 in the southwest and Ccw>0 in the northeast across the Vancouver Island Ranges, the Olympic Mountains, and the Coast–Cascade Mountains, indicating that a portion of the hydrometeors forming over the windward side was driven by the strong winds toward the crest or leeward slope. The center of large positive Ccw over East Vancouver Island is a robust indication for spillover of precipitation. The impact of hydrometeor drift is also evident over and across the Coast–Cascade Mountains, where Cwv in Fig. 6a has a small or negative value.

The IWV tendency distribution in Fig. 6c can be better understood by comparing it with the Cwv distribution in Fig. 6a. In some areas, such as Central Alberta, the values of W/t are positive and as large as the positive values of Cwv. Their contributions to the precipitation rate would cancel each other in Eq. (2). These were the dry areas, where the initial moisture convergences led to the rapid increase of precipitable water rather than immediate precipitation. Heavy precipitation was expected in the coastal areas where the air had been highly saturated, so that the converged moisture would condense and fall as precipitation.

The contributions of the ICW tendency (Fig. 6d) and the surface evaporation rate (Fig. 6e) were relatively small and negligible in most areas. Note that the ICW tendency is much smaller than the IWV tendency in Fig. 6, and it is even smaller than the evaporation in most areas. The “precipitation rate” given by the sum of these five diagnosed components is shown in Fig. 6f. It should be pointed out that the true precipitation rate is a nonnegative quantity (P0). Therefore, the negative values in Fig. 6f are not physically meaningful and must be attributed to the systematic errors with the diagnostic process (Trenberth and Guillemot 1998; Moore and Holdsworth 2007). If all negative values in Fig. 6f are converted to zero, we are able to recognize a typical AR-enhanced orographic precipitation distribution in southern BC, with heavy precipitation due to orographic enhancement on the windward slopes of the coastal mountain ranges and a possible spillover event in East Vancouver Island. On the other hand, the relatively large positive values of Ccw on the leeward side of the Coast–Cascade Mountains in Fig. 6b were completely overwhelmed by the systematic errors (P<0) in Fig. 6f.

A closer examination of the systematic errors (negative values) in Fig. 6f reveals that most of them are associated with the strong moisture divergences (Cwv<0) in Fig. 6a. In reality, the loss of moisture in an air column through horizontal divergence should be balanced by the decrease of precipitable water (W/t<0) and the local moisture supply from surface evaporation (E>0) or hydrometeor evaporation/sublimation (Wc/t<0). However, since (W+Wc)/t was diagnosed from archived model data at two time points separated by two hours, one cannot expect that water vapor is always conserved in the diagnostic analysis. We shall come back to this issue later in this section.

c. Observed rainfall distribution and weather warnings

The routine weather forecasts and warnings for BC are issued by the Pacific Storm Prediction Centre in Vancouver. The 24-h rainfall warning criteria for the outer coastal areas (including Inland Vancouver Island) is 100 mm, whereas it is 50 mm elsewhere in the province. Public warnings are typically only issued for communities, transportation routes, and for the lowest 300–400 m of valleys where most people live, travel, and work. Therefore, warnings will normally not be issued when criteria are only expected to be exceeded over high elevations in mountainous terrain.

The orographic precipitation associated with this winter storm is analyzed using observed data from 171 rain gauges across southern BC. Figure 7a plots the time series of hourly precipitation amounts at five selected stations for the 2-day period starting at 0000 UTC 27 January 2016. These stations are marked in black color on Fig. 2b. The precipitation amounts at all 171 stations for the 24-h period ending at 1800 UTC on the 28th are plotted in Figs. 7b and 8. It is shown that heavy rain began to develop soon after 0600 UTC 27 January over West Vancouver Island. All four stations in this region reported 24-h rainfall amounts exceeding 170 mm (Figs. 7b and 8a). The heaviest rain was observed at a forestry station named Effingham (FEH; 49.17°N, 125.28°W), with a two-day total amount of 583 mm and a maximum hourly amount of 41 mm at 2000 UTC. In Fig. 8a, the 24-h precipitation amount at FEH is 379 mm, much higher than the 180 mm at a nearby station [Kennedy Lake (HKN); 49.10°N, 125.45°W]. It is known to operational meteorologists at the Pacific Storm Prediction Centre that this station usually reports much heavier precipitation than surrounding stations under such circumstances, and the BC Wildfire Service confirmed that the rain gauge at this station was in good condition during this storm (E. Meyer 2016, personal communication). As shown in Fig. 8a, this station is located on a mountain slope where heavy rainfall could be triggered by moist flow channeling through multiple valleys (as illustrated by three red arrows).

Fig. 7.
Fig. 7.

(a) Time series of hourly precipitation amounts observed at five weather stations: Effingham (FEH), Bowser (FBO), Port Mellon (VOM), Vancouver Sea Island (VVR), and McGregor (FRG). The locations of these stations are marked by black dots in Fig. 2b. The storm-total (48-h) precipitation amount at each station is indicated in the legend. (b) Color-coded precipitation amounts (mm) observed over the 24-h period ending at 1800 UTC 28 Jan 2016. Amounts ≤ 25 mm are plotted in black (with “T” standing for trace amount < 0.2 mm), 25–50 mm in blue, 50–100 mm in red, and ≥100 mm in dark red. The two squared areas marked by white dashed lines are plotted in Fig. 8.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Fig. 8.
Fig. 8.

Color-coded precipitation amounts (mm) observed over the 24-h period ending at 1800 UTC 28 Jan 2016 in two subdomains marked by white lines in Fig. 7b: (a) Central Vancouver Island and (b) Lower Mainland and Howe Sound. Amounts ≤ 25 mm are plotted in black, 25–50 mm in blue, 50–100 mm in red, and ≥100 mm in dark red. Stations that cannot be fitted into Fig. 7b are marked by a plus symbol.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Figure 8a shows that heavy rain also spread to some rain-shadow areas in East Vancouver Island, such as the 24-h totals of 121 mm at Bowser (FBO; 49.44°N, 124.70°W) and 103 mm at Cochrane (HRN; 49.37°N, 124.60°W). These high amounts were underforecast and East Vancouver Island was not included in the initial rainfall warning bulletin for this storm.

Heavy rain spread to the Lower Mainland area after 1800 UTC 27 January (Figs. 7b and 8b). The heaviest rain fell in Howe Sound due to the orographic channeling effect. The storm total amount at Port Mellon (VOM; 49.53°N, 123.50°W) was 218 mm (Fig. 7a). In comparison, the Vancouver Sea Island station (VVR; 49.18°N, 123.19°W, near the Vancouver International Airport) only reported a total amount of 32 mm. Near the North Shore Mountains, the 24-h rainfall amounts were above 50 mm. In and beyond the Lower Fraser Valley, the channeling effect also resulted in rainfall amounts exceeding the warning criterion of 50 mm day−1 at several stations (Fig. 8b).

Figure 7b shows that moderate precipitation amounts were observed at two stations located at the lee side of the Coast–Cascade Mountains: 48 mm at Talchako (FTO, 52.25°N, 126.03°W) and 41 mm at Tatlayoko Lake (XTL; 51.67°N, 124.40°W). These near-warning amounts likely resulted from the combined effect of spillover and local orographic enhancement. There were also a few stations in the northern Columbia and Rocky Mountains with 30–40 mm. The time series for the McGregor station (FRG; 53.93°N, 120.64°W) in Fig. 7a shows a storm total precipitation amount of 45 mm. The actual amount could be higher or lower, given that this forestry station with a tipping-bucket gauge was located at an elevation of 975 m above sea level, and the station temperature rose to above 0°C only after 1800 UTC 27 January. The heavy precipitation and snow level changes in this area were partially responsible for the massive avalanche on the 29th that killed five snowmobilers (Lindsay 2016).

For this winter storm, the first rainfall warning was issued by operational meteorologists at the Pacific Storm Prediction Centre for Metro Vancouver, Howe Sound, and Sunshine Coast at 1245 UTC 27 January. This warning was verified as a hit for these regions with a short lead time of 6–12 h. East Vancouver Island was added to the warning list at 2310 UTC. This was verified as a late warning triggered by observations. Ironically, rainfall warnings for West and Inland Vancouver Island came out even later at 2352 UTC. Although the warning criterion for these two regions is higher at 100 mm day−1, the late warning was related to the fact that the precipitation potential of this AR system was seriously underestimated. No warning was issued for the Lower Fraser Valley, where several stations reported more than 50 mm within 24 h (Fig. 7b). Inconsistencies in the model QPF amounts certainly had an impact on the decision process for issuing warnings for these regions.

d. Precipitation rates mapping with observations

The observed and model predicted precipitation rates valid at 0000 UTC 28 January 2016 are plotted in Fig. 9. As mentioned in section 3, the forecast precipitation rate (FPR) of the HRDPS-2.5km in Fig. 9a was given by the MY2 microphysics scheme that allows explicit prediction of hydrometeor drift. The GDPS-25km FPR in Fig. 9b was from a diagnostic scheme that advects only nonsedimenting condensate and ignores the drift of precipitating hydrometeors. The RDPS-10km FPR distribution is similar to its GDPS-25km counterpart, and therefore is not shown in Fig. 9. For the purpose of demonstration, two additional precipitation rates derived from the GDPS-25km output, based on an atmospheric water balance (AWB) scheme and a hydrometeor drift calibration (HDC) scheme, are shown in Fig. 9c and Fig. 9d, respectively. They are defined as follows, with negative values being converted to zero:
PAWB=(ECRQc)0,
PHDC=(FPRQc)0,
where ECR stands for “equivalent condensation rate,” defined as a nonnegative parameter as
ECR=[E(W+Wc)/tQ]0.
Fig. 9.
Fig. 9.

Predicted (color-coded) and observed (white numbers) precipitation rates (mm h−1) valid at 0000 UTC 28 Jan 2016. The observed rates at 137 stations are based on the averages of two hourly precipitation amounts valid at 0000 and 0100 UTC. The predicted rates are based on the NWP systems initialized at 0000 UTC 27 Jan. (a) The forecast precipitation rate from the HRDPS-2.5km MY2 microphysics scheme. (b) The forecast precipitation rate from the GDPS-25km parameterization scheme. (c) The GDPS-25km AWB precipitation rate as defined in Eq. (4). (d) The GDPS-25km HDC precipitation rate as defined in Eq. (5). The small red circle highlights a precipitation rate of 3.6 mm h−1 observed at a station in the lee of the Coast–Cascade Mountains. The large red circle marks an area in the vicinity of Metro Vancouver.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

A further explanation of these definitions will be given later. For now let us first focus on the evidence of hydrometeor drift and spillover of precipitation that can be readily identified by comparing Fig. 9a with Fig. 9b. As pointed out in the previous section, the precipitation scheme of the GDPS-25km does not take into account the hydrometeor drift effect. Therefore, some differences between Fig. 9a and Fig. 9b can be attributed to the impact of hydrometeor drift. It is shown that the major difference is a clear downwind shift of the HRDPS-2.5km FPR pattern as compared to its GDPS-25km counterpart in Fig. 9a. The hydrometeor drift and spillover are particularly evident in the lee of the Coast–Cascade Mountains (i.e., east of the blue dashed line). A precipitation rate of 3.6 mm h−1 observed at the Tatlayoko Lake station (XTL; 51.67°N, 124.40°W) is marked by a small red circle. At this location, the predicted rates of the HRDPS-2.5km (Fig. 9a) and the GDPS-25km FPR (Fig. 9b) are 2.5 and 0.0 mm h−1, respectively.

The local terrain feature and hydrometeor drift also have a remarkable impact on the precipitation distribution in the vicinity of Metro Vancouver (upwind side of the North Shore Mountains, marked by the large red circle in Fig. 9). In this region, the highest precipitation rates predicted by the HRDPS-2.5km (with much better terrain resolution) are close to the mountains, in contrast to some high rates in the lowlands predicted by the GDPS-25km (with coarser terrain resolution). Located in the center of the red circle is a special ECCC autostation called “VVR” near the Vancouver International Airport, which reported a precipitation rate of 1.0 mm h−1. The predicted rates by the HRDPS-2.5km and the GDPS-25km are 1.1 and 5.2 mm h−1, respectively.

Since the diagnostic precipitation scheme of the GDPS-25km does not take into account the hydrometeor drift effect, its FPR in Fig. 9b is equivalent (or very similar) to the ECR defined by Eq. (6). Therefore, it should not be surprising that the precipitation rate distribution of the AWB scheme in Fig. 9c bears a close resemblance to the FPR distribution in Fig. 9b. In particular, on the windward slopes of the Vancouver Island Ranges and the Coast–Cascade Mountains, the maximum values of PAWB and FPR were in the range of 6–10 mm h−1, consistent with most observations in this region (except for the much higher value of 17.8 mm observed at FEH). Since PAWB in Eq. (4) also includes the convergence of condensed water (Qc), the impact of hydrometeor drift is also evident in Fig. 9c as compared to Fig. 9b, especially on the leeward slopes of the Coast–Cascade Mountains. Note that, at Tatlayoko Lake station (XTL), PAWB has a positive value of 0.2 mm h−1, which is much smaller than the observed value of 3.6 mm h−1, but better than zero in the GDPS-25km FPR. At the Vancouver International Airport (VVR) where the observed rate is 1 mm h−1, PAWB=6.2 mm h−1, which is worse than 5.2 mm h−1 in the FPR. In theory, if each of the four components in the right-hand side of Eq. (6) and Qc in Eq. (4) can be accurately diagnosed, then PAWB should be close to the true precipitation rate. In practice, systematic errors may be caused by inadequate data and/or inappropriate diagnostic methods (Trenberth and Guillemot 1998; Moore and Holdsworth 2007). Our diagnosis used hourly data to calculate the tendency terms in Eq. (6), which introduced some large errors as manifested by the negative values in Fig. 6f. Although these explicit errors had been converted to zero in Fig. 9c, they were by no means corrected or negligible. There were also hidden (implicit) errors associated with the positive PAWB.

The PHDC defined by Eq. (5) may be a more practically useful precipitation scheme. Instead of calculating the ECR from the model output using Eq. (6), it applies a hydrometeor drift calibration directly to the model FPR. Therefore, the systematic errors in this scheme should be much smaller than those in the AWB scheme. Note that, at XTL (small red circle, observed rate: 3.6 mm h−1), both PHDC and PAWB give a rate of 0.2 mm h−1, and FPR is zero. At VVR (large red circle, observed rate: 1.0 mm h−1), the values of PHDC, PAWB, and FPR are 4.6, 6.2, and 5.2 mm h−1, respectively.

e. 24-h QPF patterns mapping with observations

The precipitation amounts observed at the weather stations and predicted by the three NWP systems for the 24-h period ending at 1800 UTC 28 January 2016 are shown in Figs. 10 and 11. Some significant differences between the HRDPS-2.5km pattern and the GDPS-25km/RDPS-10km patterns are due to the hydrometeor drift effects. Note that the 41 mm observed at the Tatlayoko Lake station in the lee of the Coast–Cascade Mountains was well predicted by the HRDPS-2.5km, and the same for the 48 mm observed at a nearby forest station (FTO; 52.25°N, 126.03°W). The other two models underforecast the amounts at these two leeside stations.

Fig. 10.
Fig. 10.

Predicted (color shaded) and observed (white numbers) precipitation amounts (mm) for the 24-h period ending at 1800 UTC 28 Jan 2016. (a) The GDPS-25km run and (b) the RDPS-10km run, both initialized at 0000 UTC 27 Jan. The small red circle highlights an amount of 41 mm observed at a station in the lee of the Coast–Cascade Mountains. The large red circle marks an area in the vicinity of Metro Vancouver.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Fig. 11.
Fig. 11.

(a) As in Fig. 10, but for the HRDPS-2.5km predictions. (b) Observed precipitation amounts (mm) in the Lower Mainland and Howe Sound area for the 24-h period ending at 1800 UTC 28 Jan 2016; the violet lines represent the 50-mm contours predicted by the RDPS-10km (solid) and the HRDPS-2.5km (dashed), respectively.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

In the Metro Vancouver area, the HRDPS-2.5km predicted amounts greater than 50 mm mainly near or over the North Shore Mountains (Fig. 11b), in contrast to the predictions of the other two coarser-resolution models. At the airport, the Vancouver Sea Island station (VVR) observed an amount of 28 mm for this 24-h period. The predicted amounts for VVR by the HRDPS-2.5km, RDPS-10km, and GDPS-25km were about 25, 50, and 80 mm, respectively. In Fig. 11b, the two violet lines represent the 50 mm contours predicted by the HRDPS-2.5km (dashed) and the RDPS-10km (solid) in the Lower Mainland area. The HRDPS-2.5km predictions are much closer to the observations than the other two models.

To test the potential applications of the AWB and HDC schemes defined by Eqs. (4) and (5), we calculated PAWB and PHDC at each hour using the GDPS-25km hourly predictions initialized at 0000 UTC 27 January 2016, and then integrated the two equations for 24 h. The resulting QPFs are shown in Fig. 12. As compared with the original GDPS-25km QPFs in Fig. 10a, the AWB predictions in Fig. 12a achieve very slight improvements on the leeward slopes of the Coast–Cascade Mountains. Some AWB QPFs over the Columbia Mountains and the Rockies may also be better than the original QPFs. On coastal BC, the QPFs in Fig. 12a are slightly less accurate than those in Fig. 10a. The HDC QPFs plotted in Fig. 12b are more accurate than the AWB QPFs in Fig. 12a and the original QPFs in Fig. 10a. It should be borne in mind that both the AWB and HDC QPFs were diagnosed and integrated based on the hourly model output. If the time intervals were shortened to 5 or 10 min, these predictions would likely be more accurate than those shown in Fig. 12. Therefore, they have the potential to be implemented in real time with the model runs to improve the GDPS-25km and RDPS-10km QPFs.

Fig. 12.
Fig. 12.

Predicted (color shaded) and observed (white numbers) precipitation amounts (mm) for the 24-h period ending at 1800 UTC 28 Jan 2016. (a) The atmospheric water balance (AWB) scheme defined by Eq. (4), and (b) the hydrometeor drift calibration (HDC) defined by Eq. (5), both based on the GDPS-25km predictions initialized at 0000 UTC 27 Jan.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

f. Objective QPF verifications

The above analysis may be considered a subjective validation of the model QPFs for the AR-enhanced winter storm in BC on 26–28 January 2016. Figure 13 plots the model QPFs versus the observed 24-h precipitation amounts for this storm, and provides some statistical measures for the objective model validation. The root mean-squared error (RMSE) and correlation (CORR) are two commonly used verification metrics, with the RMSE as an accuracy measure and the CORR as an association measure (Wilks 2011). The RMSE and CORR metrics for the original 24-h precipitation amounts are printed in blue italic. Since the precipitation distribution is highly skewed, these conventional metrics could be heavily influenced by the largest precipitation amounts. A cube root transformation of the 24-h precipitation amount can make the distribution more nearly symmetric (Stidd 1953; Mo et al. 2014; Fortin et al. 2018). The metrics based on this transformation are printed in green roman for reference. Our following discussions are based mainly on the original (blue italic) metrics. In addition, the model bias, defined as the prediction average minus the observation average, and the relative skill scores (RSS) defined in the appendix are also printed out to facilitate the model comparison.

Fig. 13.
Fig. 13.

Observations vs model predictions of precipitation amounts over the 24-h period ending at 1800 UTC 28 Jan 2016. All model runs were initialized at 0000 UTC 27 Jan. On the left-hand side, the predicted (red circle) and observed (black dot) precipitation amounts are plotted as a function of distance from the Vancouver Island crest, and the verification metrics of root mean squared error (RMSE) and correlation coefficient (CORR) are printed in the legend. These metrics are given for the 24-h precipitation (value in blue italic) and the cube-root of the 24-h precipitation (value in green roman) for each area (whole domain, windward sides, and leeward sides). A lower value of RMSE, or a higher value of CORR, indicates a better forecast. The two blue dashed lines represent the crests of the Vancouver Island Ranges and the Coast–Cascade Mountains. The two gray dashed lines mark the limits of the corresponding spillover zones. The windward/leeward metrics are based on stations surround these two coastal ranges only. The right-hand side are scatterplots, where the bias is defined as the prediction mean minus the observation mean, and the relative skill score (RSS) is defined in the appendix.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

It is shown in Fig. 13 that the heaviest rains fell on the windward slopes of Vancouver Island and the Coast–Cascade Mountains, and the HRDPS-2.5km performed generally better than the other two lower-resolution models. Over the whole domain, the HRDPS-2.5km has the best validation scores, with the lowest RMSE of 24.1 mm, the highest CORR of 0.85, the lowest bias of 0.7 mm, and the highest RSS of 0.63. The RDPS-10km has a CORR of 0.70, which is higher (and better) than that of the GDPS-25km (0.66). However, the GDPS-25km appears to perform better than the RDPS-10km in terms of RMSE (35.8 versus 39.4 mm), bias (2.3 versus 2.7 mm), transformed CORR (0.80 versus 0.76), and RSS (0.17 versus 0.0). This is somewhat unexpected, given that the RDPS-10km has the advantage of higher resolution. The right panel of Fig. 13b shows that the RDPS-10km tended to overforecast the higher precipitation amounts, thereby giving the worst RMSE and bias.

The RMSE and CORR metrics for the model performances on the windward and leeward slopes of Vancouver Island and the Coast–Cascade Mountains were also shown in Fig. 13. The 52 windward stations are located within the two distance intervals (with respect to the Vancouver Island crest) from −100 to 0 km and from 75 to 212 km. The 41 leeward stations are located either within 75 km northeast of the Vancouver Island crest or within 100 km northeast of the Coast–Cascade Mountain crest. On the windward sides, the best performance was obtained by the HRDPS-2.5km, and the worst by the GDPS-25km. The overforecasts by the RDPS-10km and the GDPS-25km can be easily identified near the 100-km distance mark, which corresponds to the Lower Mainland area. On the other hand, all of the three models failed to predict the observed maximum amount of 379 mm (24 h)−1 over Vancouver Island.

On the leeward sides, the GDPS-25km out-performed the two higher-resolution models. This result seems to be counterintuitive, given that the GDPS-25km QPF scheme has the lowest resolution and is incapable of handling the hydrometeor drift. A plausible explanation is that the low-resolution model can smooth windward heavy precipitation across the mountain crest, leading to an appearance of spillover onto the leeward slopes. In addition, the poor performance metrics of the HRDPS-2.5km on the leeward slopes could also be related to a systematic bias in the MY2 microphysics scheme; we will come back to this problem in the next section.

Before ending this section, we would like to briefly compare Fig. 13c with Fig. 14, which shows the performances of the AWB and HDC schemes based on the GDPS-25km archived output. The large errors introduced from using hourly data to diagnose the precipitation rate led to that the AWB-QPFs (Fig. 14a) were less skillful than the original model QPFs (Fig. 13c). On the other hand, a slight improvement over the original QPFs was observed in the HDC-QPFs (Fig. 14b). Note that for these three forecasts as a group, the RSS of the GDPS-25km forecast in Fig. 13c shall be 0.38 (relative to the AWB scheme), which is smaller than that of the HDC scheme (0.42).

Fig. 14.
Fig. 14.

As in Fig. 13, except for the QPFs predicted by (a) the GDPS-25km AWB scheme defined by Eq. (4), and (b) the GDPS-25km HDC scheme defined by Eq. (5).

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

5. The 16–18 January 2017 storm

The AR-enhanced winter storm impacting BC on 26–28 January 2016 was analyzed in the previous section. A similar event on 16–18 January 2017 is briefly analyzed in this section. Here our main focus is on the observed and predicted orographic precipitation distributions, and how their main features resemble or differ from those seen in the 2016 storm.

a. Synoptic features and orographic precipitation

Figure 15 shows that a strong AR system moved through the Northeast Pacific during 16–18 January 2017. At 0000 UTC 16 January, a 965-hPa occluded cyclone in the Gulf of Alaska and a 1027-hPa subtropical high off the California coast provided a favorable environment for the AR development. Apparently, the AR had developed in the tropical western Pacific, and its center was seen in the central Pacific between 30° and 40°N in Fig. 15a. Twelve hours later at 1200 UTC (Fig. 15b), a 996-hPa cyclone had been developed on the northern flank of its leading edge. The AR made landfall around 1800 UTC 16 January (not shown). It maintained its maximum impact on the BC South Coast for the next 48 h. Heavy orographic precipitation was observed and predicted by the NWP systems on the windward slopes of the Vancouver Island Ranges and the Coast–Cascade Mountains, as shown in Figs. 16 and 17.

Fig. 15.
Fig. 15.

The MSLP (white lines; contour interval: 4 hPa), the IVT (color shaded; kg m−1 s−1), and the frontal analysis, based on the GDPS-25km analysis for the period from 0000 UTC 16 Jan to 1200 UTC 18 Jan 2017.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Fig. 16.
Fig. 16.

Predicted (color shaded) and observed (white numbers) precipitation amounts for the 24-h period ending at 1800 UTC 18 Jan 2017. (a) The GDPS-25km and (b) the RDPS-10km, both runs initialized at 1200 UTC 17 Jan.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Fig. 17.
Fig. 17.

(a) As in Fig. 16, but for the HRDPS-2.5km predictions initialized at 1200 UTC 17 Jan. (b) Observed precipitation amounts (mm) in the Lower Mainland and Howe Sound area for the 24-h period ending at 1800 UTC 18 Jan 2017; the violet lines represent the 50-mm contours predicted by the RDPS-10km (solid) and the HRDPS-2.5km (dashed), respectively.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

Before the arrival of this AR system, western Canada was occupied by a cold and dry air mass. The collision of the AR with the cold air mass produced heavy precipitation and strong winds across coastal BC, and freezing rain was observed in Whistler (cf. Geng et al. 2012). The precipitation potential of this storm was underestimated, and the Pacific Storm Prediction Centre only issued rainfall warnings for the Central Coast, Howe Sound, Metro Vancouver, and the Lower Fraser Valley. While all of these warnings were verified by observations, the warnings should have also covered the most heavy-precipitation prone region of West Vancouver Island, where several stations observed more than 100 mm in a 24-h period (see Fig. 16).

Because of the prestorm below-freezing conditions, the precipitation observations at some autostations are not reliable during the first few hours after the AR landfall. Even for the 24-h period starting at 1800 UTC 17 January, there were only 151 weather stations with reliable precipitation observations in the selected domain (as compared to the 171 stations in the previous event). Within this period, the maximum precipitation amount observed in BC was 322 mm, which occurred (again) at the Effingham station (FEH; 49.17°N, 125.28°W) in West Vancouver Island. As in the January 2016 storm, this 24-h amount is much higher than the 100 mm warning criterion for this region. A nearby highway station (HKN; 49.10°N, 125.45°W) only reported 110 mm in the same period. In the rain-shadow area of East Vancouver Island, a forestry station (FBO; 49.44°N, 124.70°W) reported a 24-h amount of 66 mm, exceeding the warning criterion of 50 mm for this region. Heavy precipitation was also observed in the Lower Mainland and Howe Sound areas (Fig. 17b); the local maximum 24-h amount of 124 mm was reported at two stations in Howe Sound.

b. Hydrometeor drift and spillover effect

As shown in Figs. 16 and 17, the general features of orographic precipitation were well predicted by the three NWP systems. However, both the GDPS-25km and RDPS-10km overpredicted the amounts to a large extent in the vicinity of Metro Vancouver. As shown in Fig. 17b, the observed values near the airport (VVR) and downtown (WHC) of Vancouver are 31 mm and 51 mm, respectively. The predicted values by the GDPS-25km, the RDPS-10km, and the HRDPS-2.5km for these two stations (VVR, WHC; mm) are (91, 91), (120, 162), and (19, 42), respectively. The distance between these two stations is about 14 km. Therefore, the GDPS-25km predictions for them are the same. For operational meteorologists, the overpredictions by the GDPS-25km and the RDPS-10km for the vicinity of Metro Vancouver represent a more serious problem than the underpredictions by the HRDPS-2.5km. In Fig. 17b, the 50-mm contours predicted by the HRDPS-2.5km and RDPS-10km are plotted in dashed and solid violet lines, respectively. The dashed lines are much better verified by the observations. As mentioned in the previous section, the better skill of the HRDPS-2.5km for the AR-enhanced precipitation in this area is achieved mainly by its higher resolution as well as its capability to predict the hydrometeor drift effect.

However, the HRDPS-2.5km apparently overpredicted the hydrometeor drift effect into the lee of the Coast–Cascade Mountains for this case (Fig. 17a). The observations near the ridgeline in the eastern side and in the Okanagan Valley are generally lower than the predictions by the HRDPS-2.5km, and higher than the predictions by the other two models. Over the Columbia and Rocky Mountains, the HRDPS-2.5km seems to have better skill than the RDPS-10km, which in turn is better than the GDPS-25km.

The objective verification metrics in Fig. 18 show that the HRDPS-2.5km performed much better than the two coarser-resolution models over the whole domain as well as in the windward sides of the Vancouver Island Ranges and the Coast–Cascade Mountains. Here, the RDPS-10km achieved a worse RMSE score and only a slightly better CORR score than the GDPS-25km; the poorer RMSE score of the RDPS-10km was mainly due to overprediction in the coastal areas (Fig. 18b). Over the whole domain, the RSS of the HRDPS-2.5km is 0.79, as compared to 0.0 of the RDPS-10km and 0.50 of the GDPS-25km. In the leeward sides, however, the HRDPS-2.5km had the worst performance. This is the same problem identified in the previous section for the 27–28 January 2016 storm. It could be artificially enhanced by the insufficient density of observed data and the lack of a gauge correction for the solid precipitation in the observations for this storm under colder conditions. However, the main reason for this problem was likely caused by a systematic bias in the MY2 microphysics scheme (Milbrandt and Yau 2005a,b). The bias is linked to the fact that ice-phase particles are represented by predefined categories (as in most microphysics schemes). Essentially, in situations with light riming (e.g., when snow blows across the mountains and orographically enhanced lift creates pockets of liquid water), the scheme accounts for the mass growth of snow but not the increase in density and fall speed, unless the riming rate exceeds a threshold value such that snow is converted to graupel, which has a higher terminal fall speed. Such configurations have the potential to either allow slower-falling hydrometeors to remain aloft longer and be transported farther downstream, or conversion of graupel is too fast then the hydrometeors sediment too quickly and are not transported sufficiently far horizontally.

Fig. 18.
Fig. 18.

As in Fig. 13, but for the precipitation amounts over the 24-h period ending at 1800 UTC 18 Jan 2017, predicted by the three models initialized at 1200 UTC 17 Jan.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

This inherent limitation in the MY2 scheme is overcome in the new P3 scheme (Morrison and Milbrandt 2015; Milbrandt and Morrison 2016) that was implemented into the operational HRDPS-2.5km on 18 September 2018. With the P3 scheme, all ice-phase hydrometeors are represented by one or more “free” ice categories whose physical properties evolve continuously in time and space (Morrison and Milbrandt 2015; Milbrandt and Morrison 2016). Figure 19 shows the distribution and validation of the 24-h QPFs of the P3 scheme for the January 2017 storm. As compared to the MY2 QPFs in Fig. 17a and their validation in Fig. 18a, the P3 scheme is more skillful over the whole domain, and it performs much better over the leeward sides, where the spillover of precipitation is overpredicted by the MY2. Note that the RMSE of the P3 on the leeward sides (10.3 mm) is also better than its RDPS-10km (14.2 mm) and GDPS-25km (17.1 mm) counterparts. Morrison et al. (2015) noted a similar difference in behavior between MY2 and P3 for a case of orographically enhanced precipitation along the Oregon Cascades. Over the whole domain, the RSS of the P3 scheme (with the RDPS-10km forecast in Fig. 18b as reference) is 0.84, which is much higher than 0.50 achieved by the MY2 scheme.

Fig. 19.
Fig. 19.

(a) As in Fig. 17a, but for the QPFs from a parallel run of the HRDPS-2.5km with the new P3 microphysics scheme. (b) As in Fig. 18a, but for the QPFs of the HRDPS-2.5km P3 scheme. The RSS is also based on the RDPS-10km forecast in Fig. 18b.

Citation: Weather and Forecasting 34, 5; 10.1175/WAF-D-18-0176.1

6. Discussion and conclusions

Most extreme precipitation events that occur along the North American west coast are associated with winter atmospheric river (AR) storms. We have demonstrated with two case studies that predictions of the AR-enhanced orographic precipitation across the mountainous terrain in southern BC are very challenging, even with guidance from the state-of-the-art NWP systems. Based on our atmospheric water balance analysis, two key processes affecting the AR-enhanced orographic precipitation distribution were emphasized in this study: 1) the strong convergence of water vapor flux on the windward sides of mountain barriers, and 2) the combined effect of hydrometeor advection and convergence near the crests and leeward slopes of the mountains. When an AR makes landfall over complex terrain, the frictional convergence and the orographic lift can provide the necessary vertical motions to cause moist air to condense. The wind systems responsible for hydrometeor drift are usually fixed with respect to local orographic features, leading to heavy precipitation shifting toward the windward slopes and spilling over to the leeward side of the mountains. Atmospheric modelers and operational forecasters need to understand and consider all of these factors in order to predict orographic precipitation accurately and issue necessary warnings with useful lead times.

The three Canadian deterministic NWP systems use different precipitation schemes to provide QPF guidance to the operational forecasting communities. For reasons of computational cost, the GDPS-25km and the RDPS-10km use similar diagnostic schemes to calculate the QPFs. A detailed microphysics itself is more costly, and there are computational costs to the dynamics to advect (and diffuse) the hydrometeor tracer variables. Because these diagnostic schemes do not fully simulate the hydrometeor drift in the atmosphere, they can overpredict (underpredict) the precipitation amounts on the windward (leeward) side of mountain barriers. It was demonstrated in our two case studies that the hydrometeor drift had the most significant impact on the precipitation prediction in the Lower Mainland of BC, where the population of the province is most concentrated. In particular, the overprediction of precipitation in the lowland area of Metro Vancouver by the diagnostic precipitation schemes could mislead operational forecasters into issuing rainfall warnings for the wrong locations. Also note that, because of their resolution limitations, these two models use a subgrid-scale orography parameterization scheme to represent gravity wave drag and low-level blocking effects, in order to reduce the winds when the flow encounters mountainous terrain (Zadra et al. 2003; Mailhot et al. 2006). This scheme depends heavily on the underlying geophysical fields. Even when the scheme is correctly implemented, it could produce an overestimation of the drag if amplitudes of the geophysical fields are too large, which could cause some QPF issues on the windward side of the mountains (A. Zadra 2018, personal communication).

On the other hand, the HRDPS-2.5km uses a prognostic microphysics scheme for precipitation, which has a mechanism to deal with hydrometeor drift and spillover of precipitation in complex terrain. This scheme showed much better skill predicting the precipitation distribution for the two AR-enhanced winter storms analyzed in this study. The distinctive benefits of using such kilometer-scale configurations over coarser-resolution systems in complex terrain lie not only in a better representation of topography, but also in their explicit accounting for the hydrometeor drift effects that can give rise to precipitation spillover. Our case studies indicate that there was a systematic bias in favor of overforecasting the spillover effect in the operational HRDPS-2.5km prior to 18 September 2018. With the implementation of the new P3 microphysics scheme, the excess hydrometeor drift problem in the current operational HRDPS has been significantly improved.

It may be reasonable to conclude that any NWP system that uses a diagnostic precipitation scheme will likely suffer from the same bias (i.e., excessive precipitation upstream and lack of spillover into the leeward side) as the Canadian GDPS and RDPS. In contrast, any system that uses a “traditional” microphysics schemes with predefined ice-phase categories (e.g., “snow,” “graupel,” etc.) will have improved precipitation forecasts in that regard, since it models hydrometeor drift. However, it will likely have a systematic bias of either underpredicting drift, if the scheme favors graupel, or overpredicting the drift (like the MY2), if the scheme favors snow (Garvert et al. 2005a,b; Milbrandt et al. 2008, 2010; Morrison et al. 2015).

We have also proposed two postprocessing schemes that have the potential to resolve the problem related to the lack of hydrometeor drift effect in the diagnostic precipitation schemes. The AWB scheme is based on the vertically integrated water balance equation, in which the precipitation rate can be decomposed into five interrelated components, including the convergence of condensed water due to hydrometeor drift in the atmosphere. Its application involves calculating each of the five components from the three-dimensional meteorological data, and then integrating the obtained precipitation rate with time to get the required QPFs. The HDC scheme is a simpler and more practical approach, which applies a hydrometeor drift calibration to the precipitation rate predicted by an NWP diagnostic precipitation scheme. We tested these two schemes using hourly model output of the GDPS-25km, and found some encouraging results from the HDC scheme. Further study is required to clarify the benefits and limitations of implementing these schemes for operational weather forecasts.

Acknowledgments

The authors are grateful to Curtis Mooney for his comprehensive internal review of an earlier version of the paper, and to Ayrton Zadra for helpful discussions on some model parameterization schemes. They thank Ford Doherty for maintaining an intelligent data archive system at the Pacific Storm Prediction Centre, Eric Meyer for useful information on the weather network of the BC Wildfire Service, and Rose-Ann Michael for the permission to include her photograph in Fig. 1. Supports from Matt Loney, Trevor Smith, Alison Dodd, Donald Talbot, Neil Taylor, Roxanne Vingarzan, and Chris Doyle are also highly appreciated. Constructive comments and suggestions from three anonymous reviewers greatly improved the manuscript.

APPENDIX

Skill Scores for Forecast Comparisons

a. Mean-squared error

The mean-squared error (MSE) is a commonly used measure of accuracy for field forecasts (Wilks 2011). It is defined as the average squared difference between the forecast and observation pairs:
MSE=1Nn=1N(ynon)2,
where (yn,on) is the nth of N pairs of forecasts and observations. The MSE, or its squared root (RMSE=MSE), increases from zero for a perfect forecasts through larger positive values as the discrepancies between forecasts and observations increase. As compared to the MSE, the RMSE has the advantage that it retains the unit of the forecast variable, and therefore can be interpreted as a typical magnitude for forecast error.

b. Climatological skill scores

Skill scores can be designed to evaluate the forecast accuracy relative to a reference, such as a forecast based on climatology (Stanski et al. 1989; Wilks 2011). A climatological skill score (CSS) based on the MSE can be defined as follows (Murphy and Epstein 1989; Stewart 1990):
CSS=1MSEMSEC,MSEC=1Nn=1N(o¯non)2,
where o¯n is the climatological mean of the nth observations. This score is 1.0 for a perfect forecast, and 0.0 if the forecast is only as accurate as the climatology.

c. Relative skill scores

The QPF verifications in this study are based on the comparisons of precipitation amounts observed at 176 weather stations with their forecast values from different models. Some of these weather stations have been installed only for a short period, so that the climatological means of their observations are known only imperfectly. Therefore it is difficult to obtain a reliable CSS for each model from Eq. (A2). On the other hand, since the value of MSEC is not affected by the choice of a particular model forecast, it can be expected that a model has a higher CSS than the other model if its MSE is smaller. Alternatively, for model comparison, we can define the relative skill scores (RSS) for a group of K models as follows:
RSS(k)=1MSE(k)MSER,k=1,,K,
where MSER=max{MSE(1),,MSE(K)} is chosen as the reference MSE. Therefore, the model with the highest MSE has the lowest RSS of 0.0, and the model with the lowest MSE has the highest RSS among the K models.

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